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JAERI-Data/Code--97-049
IMPACLIB:A MATERIAL PROPERTY DATA LIBRARY FOR IMPACT ANALYSIS
OF RADIOACTIVE MATERIAL TRANSPORT CASKS
December 1997
Takeshi IKUSHIMA
•KWSfifiSfflBhSfiH
w n mJapan Atomic Energy Research Institute
- Mi.
AT,
This report is issued irregularly.
Inquiries about availability of the reports should be addressed to Research Information
Division, Department of Intellectual Resources, Japan Atomic Energy Research Institute,
Tokai-mura, Naka-gun, Ibaraki-ken 319-11, Japan.
© Japan Atomic Energy Research Institute, 1997
en m
JAERI-Data/Code 97-049
IMPACLIB: A Material Property Data Library for ImpactAnalysis of Radioactive Material Transport Casks
Takeshi IKUSHIMA
Department of Fuel Cycle Safety Research
Nuclear Safety Research Center
Tokai Research Establishment
Japan Atomic Energy Research Institute
Tokai-mura, Naka-gun, Ibaraki-ken
(Received November 5, 1997)
The paper describes the structural data library and graphical program for impact and stress
analyses of radioactive material transport casks. Four kinds of material data, structure steels,
stainless steels, leads and woods are compiled. These materials are main structural elements of
casks. Structural data such as, coefficient of thermal expansion, modulus of longitudinal elasticity,
modulus of transverse elasticity, Poisson's ratio and stress-strain relationship have been tabulated.
Main features of IMPACLIB are as follows:
(1) data have been tabulated against temperature or strain rate,
(2) thirteen kinds of polynominal fitting for stress-strain curve are available,
(3) it is capable of graphical representations for structural data and
(4) the IMPACLIB is able to be used on not only main frame computers but also work stations
(OS UNIX) and personal computers (OS Windows 3.1).
In the paper, brief illustration of data library is presented in the first section. The second section
presents descriptions of structural data. The third section provides a user's guide for computer
program and input data for the IMPACLIB.
Keywords: Computer Program, Data library, Structural Data, Stress Analysis,
Impact Analysis, Drop Impact, Transport Cask, Cask
JAERI-Data/Code 97-049
I M P A C L I B
(1997^11/3 5
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I M P A C L I
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ii
JAERI-Data/Code 97-049
Contents
1. Introduction 1
2. Description of Structural Material Property Data 3
3. Material Property Data Library 4
4. Computer Program 23
4.1 Program Description 23
4.2 Description of Input Data 24
4.3 Description of Output Data 24
5. Conclusions 40
Acknowledgements 40
References 41
Appendix A Sample Problem Input 43
Appendix B Sample Problem Output 44
Appendix C Graphical Output 46
Appendix D Job Control Data 51
Appendix E Program Abstract 52
Appendix F Program Source List 53
Appendix G Data Library 86
JAERI-Dala/Code 97-049
2. mmm^^-tamm 33. wwm.T-954-^7*)- 44. |t»^D^5A 23
4. 1 gtH^n^A©!^ 234. 2 X-hT-9 244. 3 t t } ^ - * 24
5. & ff 40
Iff S* 40
4143
44
46
a tUtor-9 5152
' J X h 53
- 86
IV
JAERI-Data/Code 97-049
1 . Introduction
In the drop impact and stress analyses for radioactive transport casks, it has
become possible to perform them in detail by using interaction evaluation, computer
programs, such as DYNA2D01, DYNA3D21, NIKE2D°\ NIKE3D(4), PISCES15' and
HONDO*1. Availability of these computer programs, makes it possible to accurately
solve large numbers of problems involving a wide variety of material data provided
that accurate input data are used. The structural properties of the materials, including
coefficient of thermal expansion, modulus of longitudinal elasticity, modulus of
transverse elasticity, Poisson's ratio and stress-strain relationship (temperature and/or
strain rate dependent data) should be known as accurately as possible. Some of these
properties are difficult to measure. In paticular, stress-strain relationships may vary
from data to data depending on test methods. Therfore, when used in calculations, the
possible inaccuracy of variability of structural data should be accounted for to
properly interpret the results. For this reason, we have made an effort to collect
stress-strain data and make it available in a form convenient for handling by
computer.
Four kinds of materials data, structure steels (mild steel or carbon steel),
stainless steels, leads and woods have been compiled, and are summerized in this
report. The structural data library IMPACLIB (one computer program of
CASKET71"1" code system as shown in Fig. 1.1) for impact and stress analyses has
been developed.
Main features of the computer program IMPACLIB are as follows;
(1) data have been tabulated against temperature or strain rate,
(2) thirteen kinds of polynominal fitting functions for stress-strain curve are
available,
(3) it is capable of graphical representations for structural data and
(4) the IMPACLIB is able to be used on not only main frame computers but
also work stations (OS UNIX) and personal computers (OS Windows 3.1).
In the paper, brief illustration of data library is presented in the first section.
The second section presents descriptions of structural data. The third section provides
a user's guide for the IMPACLIB.
—— 1 ..
JAERI-Data/Code 97-049
Usage
Rock
ing
anal
ysis
ID S
hock
abso
rber
anal
ysis
Fin
impact
anal
ysis
Punct
ure
analy
sis
Model Computer program
\\\\\\
y
1 \1
7/
11
11
ROCKING(JAERI)
Seismic
^77777777777777777777777^
SHOCK(SNL)
Wm m ICRUSH
(JAERI)
FINCRUSH(JAERI)
PUNCTURE(JAERI)
Fig. 1.1 Simplified analysis computer programs
- 2 -
JAERl-Data/Code 97-049
2. Description of Structural Material Property Data
The strucutural property data are necessitated for impact analysis of casks using
the computer programs such as DYNA2D, DYNA3D, NIKE2D, NIKE3D, PISCES,
HONDO and so on. Therfore, the computer program IMPACLIB for a material
property data library and data processing has been developed. Four kinds of materials
data, structure steels (mild steel and carbon steel), stainless steels, leads and woods
have been compiled and are summerized.
The structural property data including coefficient of thermal expansion, modulus
of longitudinal elasticity, modulus of transverse elasticity, Poisson's ratio and stress-
strain relationship have been tabulated against temperature and/or strain rate for more
than 100 materials. These data have been collected from over 50 references. The data
have been arranged in computer card image and stored in magnetic disks (hard or
floppy disks) in a format suitable for computer processing, with the material
identified numerically according to a general and flexible classification system. An
accompanying numerical index, also in card image form, describes each material,
assigns it an identification number, references the sources of the data by code number.
The SI unit system is used for all data, and if desired, data can be converted the MKS
(meter-kilogram-second) unit system. In addition the data are obtained from a source
list. The IMPACLIB has been written to search the material data list for specific
material identification number.
3 -
JAERI-Data/Code 97-049
3. Material Property Data Library
The computer program IMPACLIB has been developed. Four kinds of materials
data, structure steels (mild steel and carbon steel), stainless steels, leads and woods
have been compiled and are summerized.
(1) structure steels
(D carbon steel (JIS SS41)
(D mild steel (JIS SS4100)
(D structure steel (JIS S35C)
(D structure steel (JIS S45C)
® structure steel (JIS S55C)
(D mild steel (AISC 1020)
(2) stainless steels
(D stainless steel (JIS SUS302)
(D stainless steel (JIS SUS3O3)
(D stainless steel (JIS SUS304)
® stainless steel (JIS SUS304L)
(14 materials)
(8 materials)
(1 material)
(1 material)
(2 materials)
(1 material)
(1 material)
(35 materials)
(1 material)
(1 material)
(24 materials)
(1 material)
© stainless steel (JIS SUS316)
(D stainless steel (JIS SUS316L)
® stainless steel (AISC 1316L)
(D stainless steel (JIS SUS316H)
(D stainless steel (JIS SUS316)
(3) leads
(J) pure lead
(2) hard lead
(4) woods
(D oak tree
(D playwood
® balsa wood
The structural properties of materials, including coefficient of thermal expansion,
modulus of longitudinal elasticity, modulus of transverse elasticity, Poisson's ratio and
stress-strain relationship have been compiled and are summerized.
(3 materials)
(2 materials)
(1 material)
(1 material)
(1 material)
(20 materials)
(17 materials)
(3 materials)
(24 materials)
(19 materials)
(3 materials)
(2 materials)
- 4 -
JAERI-Data/Code 97-049
(a) coefficient of thermal expansion (temperature dependent)
(b) modulus of longitudinal elasticity (temperature dependent)
(c) modulus of transverse elasticity (temperature dependent)
(d) Poisson's ratio (temperature dependent)
(e) stress-strain relationship (temperature dependent or strain rate dependent)
Table 3.1 shows relationships among material names, identification numbers,
property data and refereence numbers in the data library. Tabel 3.2 shows relation-
ships between material identification numbers and reference numbers. Table3.3 are
listed constitutive equations in built in the computer program the IMPACLIB. The
data formats of the structural property data are listed in Table 3.4. Table 3.5 shows
the reference number for material property data in the library.
— 5 —
JAERI-Data/Code 97-049
Table 3.1 Material name, identification number, reference and data in library
Category
Structure
ctppl
Stainless
steel
Lead
Material name
AI SC1 0 2 0S4 5CSTEELSTEELSTEELSTEELSTEELSTEELSTEELSS4 1S3 5CS4 5CS 5 5C
STEEL
SUS 3 0 2SUS3 0 3SUS3 0 4SUS 3 1 6HSUS3 04AI S I 31 6LSUS 3 04LSUS3 04SUS316SUS 3 0 4SUS 3 1 6SUS3 1 6LSUS316LSUS3 04SUS(18-8)SUS 3 0 4SUS3 04SUS3 04SUS3 0 4SUS3 04SUS 3 0 4SUS3 0 4SUS304SUS304SUS 3 0 4SUS3 04SUS3 0 4SUS3 04SUS30 4SUS3 04SUS3 0 4SUS304SUS3 04SUS 3 0 4SUS316
PURE LEADPURE LEADPURE LEADLEADPURE LEADPURE LEAD
ID number
10 0 110 0 2100310 0410 05100 610 0 710 0810 0 910 1010 1110 1210 131100
2 0 0 12 0 0 22 00 32 0 0 42 0 052 0 0 62 0 0 72 0082 00 92 0 102 0 112 0 122 0 132 0 142 0 152 0 162 0 172 0 182 0 192 0 2 02 0 2 12 0 2 22 02 32 0 2 42 0 2 52 0 2 62 0 2 72 0 2 820 292 0 3 02 0 3 12 03 22 0 3 32 1 0 02 2 0 0
3 00 13 0 0 23 00 33 0043 0053 00 6
Reference
R-7R-24R-36R-36R-5 2R- 5 2R-5 3R-5 5R-5 6R-8 6R-8 6R-86R-8 6—
R-lR- 1R-lR-lR-4 5R-3R-7R-l 0R- 1 0R- 1 0R-l 0R-2 7R-2 7R-4R-4 6R-4 6R-4 8R-48R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-4 8R-5 1——
R-lR-lR-lR- 1R-l 0R- 1 0
Data
a — £a - £a~ £a~ ea- £a — ea — £a~ £a~ £a— £a — £
a - ea — £
« , E , G , «
a — ea — ea — £a — ea — £a - £a— £O- £a- £a — £a — £a— £a — £a — £a — ea — e
a — £a — £a — ea — £a — £a — £a — £a — £a — £a — £a — £a - £a~ £a — £a — £a — £a — £
a , E , G , a , E , G , v
a ~ £<T — £
a - £
< r - «ff- C
< r — £
- 6
JAERI-Data/Code 97-049
Table 3.1 (Continued)
Category
Lead
WnrkHwuuu
Materia
PUREPUREPUREPUREPUREPUREPUREPUREPUREPBPB2PB4PB6LEAD
OAKOAK
i name
LEADLEADLEADLEADLEADLEADLEADLEADLEAD
PLYWOODPLYWOODBALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSABALSAPLYWOOD
ID
33333333333333
444444444444444444444444
number
0 0 700 80 0 90 1 00 1 10 1 20 1 30 1 40 1 50 1 60 1 70 1 80 1 91 00
00 10 0 200 300400 50 0 600 70 0 80 0 90 1 00 1 10 1 20 1 30 1 40 1 50 1 60 1 70 1 80 1 90 2 00 2 10 2 20 2 34 0 0
Reference
R- 1R- 1R- 1R-4R-4R-4R- 1 2R-l 2R- 1 2R-85R-8 5R-8 5R-8 5
—
R-4 1R-4 1R-4 1R-4 1R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-4 2R-44R-4 4R-4 4R-4 9R-4 9R-4 9R-4 9R-4 9R-4 9
—
Data
a — ea — E
a — ea — ea— ea - t
a - «a — £a - ta— ea — «a - ta- e
a , E , G , "
<x — £
ff— £
<T— ea— £a — ea — £a — £a — £<r — ta - t
a — f
<r — eff — £
ar — ea— £a - £ff — £
a— £ff~ £
a - ea— ecf — «
a , E , G , v
- 7 -
JAERl-Data/Code 97-049
Table 3.2 Relatioship between reference number and identification number
Reference
R-7
R-2 4
R-2 5
R-3 6
R-5 2
R-53
R-5 5
R-5 6
R- 1
R-4 5
R-3
R- 1 0
R-2 7
R-4
R-4 6
R-4 8
R-5 1
R- 1 2
R-4 1
R-4 2
R-4 4
R-4 9
R-8 5
R-86
Identification number
1 0 0 1, 2 0 0 7
10 0 2
100 2
10 0 3, 1 0 0 4
10 0 5, 10 0 6
100 7
100 8
10 0 9
2 0 0 1 . 2 0 0 2 , 2 0 0 3 , 2 0 0 4, 3 0 0 1 , 3 0 0 2 , 3 0 0 3 , 3 0 0 4 ,
3 0 0 7, 3 0 0 8
20 0 5
2 00 6
2 0 0 8 . 2 0 0 9 . 2 0 1 1 , 3 0 0 3, 3 0 0 5 , 3 0 0 6
2 0 12, 2 0 1 3
2 0 1 4 , 3 0 0 9, 3 0 1 0 , 3 0 1 1 , 3 0 1 2
20 15, 2 0 16
2 0 1 7 , 2 0 1 8 , 2 0 1 9 , 2 0 2 0, 2 0 2 1, 2 0 2 2. 2 0 2 3, 2 0 2 4,
2 0 2 5, 2 0 2 6, 2 0 2 7, 2 0 2 8, 2 0 2 9, 2 0 3 0, 2 0 3 1, 2 0 3 2
2 0 3 3
3 0 1 3 , 3 0 1 4 , 3 0 1 5
4 0 0 1, 4 0 0 2, 4 00 3, 4 0 0 4
4 00 5, 4 00 6, 4 0 08, 4 0 0 9, 4 0 1 0 , 4 0 1 1 , 4 0 1 2 , 4 0 1 3 ,
4 0 14
4 0 1 5 , 4 0 1 6 , 4 0 1 7
4 0 1 8 , 4 0 1 9 , 4 0 2 1, 4 0 2 2, 4 0 2 3
3 0 1 6 , 3 0 1 7 , 3 0 1 8 , 3 0 1 9
1 0 0 1, 1 0 1 1 , 1 0 1 2 , 1 0 1 3
- 8 -
JAERI-Data/Code 97-049
1.
2.
3.
4.
6.
7.
8.
10.
11.
12.
13.
14.
15.
at
°i
at
°t
at
at
°t
°t
°t
°t
°t
°t
at
Table 3 3 Constitutive
Constitutive equations
= K (C+ £ p ) *
= °o+A(l-e~neP)
= A-B £t~n
= A{\ +B loge) ftw
= K i + c i " ) « ;
= oy (l + (e/c)1/m3x ( l + (^/o y ) e,)
= K ( e ) + C log «
equations built in IMPACLIB
Input parameters
n,K
n, K, C, E
n, K, cro,E
n , K, Ob, E
n, A, a , E
m, o«, o~, E
n.A.B
n , Ko> K i»K2» K3» K4
n , A , B
m, n, K, C
m, C, H, o», E
K,C
m, n, K
Applied material
Lead
Stainless steel
Stainless steel
Stainless steel
Stainless steel
Stainless steelCarbon steel
Lead
Lead
O t :True stress, Q :Yield stress, Q :Proportional limit of stress-strain,
e p .True plastic strain, Bt .True stress, e .Strain rate,
E : Modulus of longtudial elasticity, e :Root of natural logarithm,
A, B, C, H, K, P, m, n, 1, ac > Ooo. Cc Constant.
- 9 -
JAERI-Data/Code 97-049
Table 3.4 Format for material data
Data No. Variables
Data set No.A-1 : MAT data1st data
2nd data
3rd data
4th data
5th data
6th data
7th data
8th data
9th data
10th data
11th data
12th data
NFLAG
MTNAME
MATNO
NALPHA
NEMOD
NSMOD
NEMYU
NSSR
ALPHAO
EMOD0
SMOD0
EMYUO
Data type
i set.Character
Character
Integer
Integer
Integer
Integer
Integer
Integer
Real
Real
Real
Real
Descriptions
Flag for material data.
'MAT'.Material name.Maximum characters are 16.Material identification number.1000 ~ 1999 : Structure steel.2000 ~ 2999 : Stainless steel.3000 ~ 3999 : Lead.4000 ~ 4999 : Wood.Number of data pairs listed in the table ofcoefficient of thermal expansion versustemperature.Number of data pairs listed in the table ofmodulus of longitudinal elasticity versustemperature.Number of data pairs listed in the table ofmodulus of transeverse elasticity versustemperature.Number of data pairs listed in the table ofPoisson's ratio versus temperature.Number of data pairs listed in the table ofstress-strain data versus temperature.Coefficient of thermal expansion, if constantor if the temperature dependence is unknown.Modulus of longitudinal elasticity, ifconstant or if the temperature dependence isunknown.Modulus of transeverse elasticity, if constant
or if the temperature dependence is unknown.Poisson's ratio, if costant or if the temperaturedependence is unknown.
- 1 0 -
JAER]-Data/Code 97-049
Data No.
Table 3.4
Variables Data type
(Continued)
Descriptions
Data set No.A-2 : MAT data set(continued).
1st data
2nd data
3rd data
4th data
ALPHA(l)
TALPH(1)
ALPHA(2)
TALPH(2)
(ALPHA(I),TA
Data set No.A-3 : MAT date
1st data
2nd data
3rd data
4th data
EMOD(l)
TEMOD(l)
EMOD(2)
TEMOD(2)
(EMOD(I),TEM
Real
Real
Real
Real
LPH(I)),I=1,I
(Only included if at least two data pairs arelisted.)
Coefficient of thermal expansion at thetemperature specified.Temperature at which the material has thecoefficient of thermal expansion specified.Coefficient of thermal expansion at thetemperature specified.
Temperature at which the material has thecoefficient of thermal expansion specified.
^ALPHA)
The thermal expansion table may list up toNALPHA pairs.
i set(continued).
Real
Real
Real
Real
1OD(I)),I=1^
(Only included if at least two data pairs arelisted.)
Modulus of longitudinal elasticity at thetemperature specified.Temperature at which the material has themodulus of longitudinal elasticity specified.Modulus of longitudinal elasticity at thetemperature specified.Temperature at which the material has themodulus of longitudinal elasticity specified.
JEMOD)
The modulus of longitudinal elasticity table
may list up to NEMOD pairs.
11 -
JAERI-Data/Code 97-049
Data No.
Table 3.4
Variables
Data set No.A-4 : MAT dat<
1st data
2nd data
3rd data
4th data
SMOD(l)
TSMOD(l)
SMOD(2)
TSMOD(2)
(SMOD(I),TSM
Data set No.A-5 : MAT date
1st data2nd data
3rd data4th data
EMYU(l)TEMYU(l)
EMYU(2)TEMYU(2)
Data type
(Continued)
Descriptions
i set(continued).
Real
Real
Real
Real
[OD(I)),I=1,P
(Only included if at least two data pairs arelisted.)
Modulus of transverse elasticity at thetemperature specified.Temperature at which the material has themodulus of transverse elasticity specified.Modulus of transverse elasticity at thetemperature specified.Temperature at which the material has themodulus of transverse elasticity specified.
JSMOD)
The modulus of transverse elasticity table maylist up to NSMOD pairs.
L set(continued).
RealReal
RealReal
(Only included if at least two data pairs arelisted.)
Poisson's ratio at the temperature specified.Temperature at which the material has thePoisson's ratio specified.Poisson's ratio at the temperature specified.Temperature at which the material has thePoisson's ratio specified.
(EMYU(I),TEMYU(I)),I=1 ,NEMYU)
The thermal expansion table data may list upto NEMYU pairs.
- 1 2 -
JAERI-Data/Code 97-049
Data No.
Table 3.4
Variables Data type
Data set No.B : REF data set.1st data
2nd data3rd data
4th data
NFLAG
NREFREF(l)
REF(2)
(REF(I),I=1,NF
Data set No.C : COM data s1st data
2nd data
NFLAG
COMMEN
Data set No.D-1 : SSR data1st data
2nd data3rd data
4th data
5th data
Data set Nc1st data2nd data
NFLAG
TSSRDFTYPE
FIBDRC
NESPDT
).D-2 : SSR dataEPSIDT(l)
NSSD(l)
Character
IntegerCharacter
Character
kEF)
et.Character
Character
set.Character
RealCharacter
Character
Integer
(Continued)
Descriptions
Flag for reference number of original data.'REF'.Number of references.Reference number 1. Maximum characters ofone reference are 8.Reference number 2.
Flag for comment data.'COM'.
Job description. Maximum characters are 72.
Flag for material data.'SSR'.
Temperature specified for stress-strain data.Flag for material test method.'C : compression."T : tension.Flag for direction of force against wood fiber.0 : 0 degree(parallel to wood fiber).
30 : 30 degrees.45 : 45 degrees.60 : 60 degrees.90 : 90 degrees.NORM : Perpendicular to wood fiber.Number of data for strain rate.
set(continued).Real
IntegerStrain rate.Number of stress strain data pairs.
- 13
JAERI-Data/Code 97-049
Data No.
3rd data4th data5th data6th data
Table 3.4
Variables
EPS(1,1)STRESS(1,1)
EPS(1,2)
STRESS(1,2)
[EPSIDT(I),NS
Data set No.E-1 : SSR2 data1st data
2nd data3rd data
4th data
5th data
6th data
NFLAG
TSSRDFTYPE
FTBDRC
NESPDT
NEPSR
Data set No.E-2 : SSR2 data
lrd data2th data
EPS(l)EPS(2)
{EPS(J),J=1,NE
Data type
RealRealRealReal
SD(I),{EPS(I
t set.
Character
RealCharacter
Character
Integer
Integer
(Continued)
Descriptions
Strain.Stress.Strain.Stress.
,J),STRESS(U)J=1,NSDD(I)},I=1,NEPSDT]
Flag for material data.'SSR2'.Temperature specified for stress-strain data.Flag for material test method.' C : compression.
"T : tension.Flag for direction of force against wood fiber.
0 : 0 degree(pallarel to wood fiber).30 : 30 degrees.45 : 45 degrees.60 : 60 degrees.90 : 90 degrees.
NORM : Perpendicular to wood fiber.Number of data for strain ratedependence data.Number of data for strain dependencedata.
i set(continued).
RealReal
LPSR}
Strain.Strain.
- 14 -
JAERI-Data/Code 97-049
Table 3.4 (Continued)
Data No. Variables
Data set No.E-3 : SSR2 dafc1st data2nd data
3rd data4th data
EPSDOT(l)NSIG(l)
STRESS(1,1)STRESS(1,2)
[EPSDOT(I),N5
Data set No.F : * data set.1st data
2nd data
NFLAG
COMMEN
Data type Descriptions
1 set(continued).Real
Integer
RealReal
5IG(I),{STRI
Character
Character
Data set No.G : END data set.1st data NFLAG Character
Strain rate.Number of data for strain dependence.stress.
Stress.Stress.
:SS(I,J)J=1,NSIG(I)},I=1,NEPSDT]
Flag for comment.>•>
Comment, maximum characters are 72.
Flag for data end.'END'.
- 15 -
JAERI-Data/Code 97-049
Table 3.5 Reference Number for Material Property Data
R-l : R. A. Robinson, W. J. Zielenbach and A. A. Lawrence, "A Survey of Strain-rate
Effects for Some Common Structural Materials Used in Radioactive Material
Packing and Transportation Systems", BMI-1954 (1976).
R-2 : T. K. Hill and W. W. Joseph, "Energy-Absorbing Characteristics of Materials",
SLA-74-0159 (1974).
R-3 : C. Albertini, J. P. Halleux and M. Montagnani, "Material Behaviour and
Modelling in Transient Dynamic Situations", Advanced Structural Dynamics,
Applied Science Publishers Ltd., London (1978).
R-4 : R. A. Robinson, J. A. Hadden and S. J. Basham, "Experinetal Studies of
Dynamic Impact Response with Scale Models of Lead Shielded Radioactive
Material Shipping Containers", BMI-2001 (1978).
R-5 : D. Aquaro and G. Forasassi, "Plastic Deformation of Steel Shock Absorbing
Structures", Trans. Int. Conf. SMiRT-6, L 9/6 (1981).
R-6 : H. J. Rack and M. C. Cheresh, " Puncture Resistance of Type B Trasnsport
Systems", SAND-80-07620C (1980).
R-7 : J. H. Evans, "Experimental Study of the Stress-Strain Properties of Cask
Materials under Specified Impact Conditions", CONF-740901-6 (1974).
R-8 : D. Meredith and K. N. Morman Jr., "Computer Simulation of Structural Energy
Absorption by Collapse", Ford Motor Company.
R-9 : B. J. Donham, "Prediction of Maximum Damage to Shielded Shipping
Contaimers" LA-4649 (1971).
R-10: H. J. Rack and G. A. Knorovsky, "An Assessment of Stress-Strain Data
Suitable for Finite-Element Elastic-Plastic Analysis of Shipping Containers",
SAND 77-1872 (1978).
R-ll: T. Bcushima, "Constitutive Equations of Lead for Impact Analysis", Letter to
the RC-62 Sub-Committee in Japan Society of Mechanical Engineers (1982)
(in Japanese).
R-12: J. H. Evans, "Structural Analysis of Shipping Casks Vol. 8, Experimental Study
of the Stress-Strain Properties of Lead under Specified Impact Conditions",
ORNL-TM-1312 Vol. 8 (1970).
R-l3: T. JJcushima, "Structural Property Data for Impact Analysis of Shipping Casks",
Letter to the RC-62 Sub-Committee in Japan Society of Mechanical Engineers
(1982) (in Japanese).
- 1 6 -
JAERI-Data/Code 97-049
Table 3.5 (Continued)
R-14: Sandia National Labs., "A Comparison of Analytical Techniques for Analyzing
a Nuclear-Spent-Fuel Shipping Cask Subjected to an End-on Impact", (1981).
R-15: A. Chatani, "Review of Impact Testing Methods", Letter to the Sub-Committee
in Japan Society of Mechanical Engineers (1982) (in Japanese).
R-16: R. A. C. Slater, W. Johnson and S. Y. Aku, "Experiments in the Fast Upsetting
of Short Pure Lead Cylinders and a Tentative Analysis", Int. J. Mech. Sci., 10,
pp.169-186 (1968).
R-17: C. H. Mok and J. Duffy, "The Dynamic Stress-strain Relation of Metals as
Determined from Impact Tests with a Hard Ball", Int. J. Mech. Sci., 7,
pp.355-371 (1965).
R-18: K. Tanaka and T. Nojima, "Dynamic and Static Strength of Steels", Mechanical
Properties at High Rates of Strain, ed. by J. Harding., The Institute of Pysics,
pp.25-34 (1979).
R-19: S. Sakui and T. Sakai, "The Effect of Strain Rate, Temperature and Grain Size
on the Lower Yield Stress and Flow Stress of Polycrystalline Pure Iron", J.
Iron and Steei Inst. Japan, 58, pp.1438-1455 (1972) (in Japanese).
R-20: A. J. Holzer and R. H. Brown, "Mechanical Behavior of Metals in Dynamic
Compression", Trans. ASME, J. Eng. Material Technol., 101, pp.238-247
(1979).
R-21: K. Maekawa, T. Shirakashi and E. Usui, "Flow Stress of Low Carbon Steel at
High Temperature and Strain Rate( 2nd Report - Flow Stress under Variable
Temperature and Variable Strain Rate - ) " , J. Japan Soceity of Precision
Machinary, 44, pp.1495-1500 (1978) (in Japanese).
R-22: U. S. Lindholn, "Review of Dynamic Testing Techniques and Material
Behavior", Conf. Mech. Prop. Material High Rate Strain, pp.3-21 (1974).
R-23: S. Tanimura, "Practical Constitutive Equations for an Elastic/Viscoplastic Body
Covering a Wide Range of Strain Rates", Proc. Jpan. Congr. Material Res., 25,
pp.25-30 (1982).
R-24: K. Kawata, "Three Topics in the Mechanics of High Velocity Deformation of
Solids", Theory Appl. Mech., 30, pp.3-16 (1981).
R-25: K. Kawata, "Micromechanical Study of High Velocity Deformation of
Solids", Theory Appl. Mech., 29, pp.307-317 (1980).
R-26: T. Vinh, M. Afzali and A. Roche, "Fast Fracture of Some Usual Metals at
Combined High Strain and High Strain Rate", Mech. Behavior Material, 2,
pp.633-642 (1979).
R-27: C. Albertini, A. Del Grande and M. Montagnani, "Effects of Irradiation on the
JAERl-Data/Code 97-049
Table 3.5 (Continued)
Mechanical Properties of Austenitic Stainless Steels under Dyanmic Loading",
ASTM Spec. Tech. Publ. No. 683, pp.546-556 (1979).
R-28: C. Albertini and M. Montagnani, "Experimental Determination of Material's
Constitutive Laws and Design Criteria of Reactor Structures in Extreme
Dynamic Loading Conditions", Trans. Int. Conf. SMiRT-6, L4/4, pp.1-10
(1981).
R-29: D. Lee and F. Zaverl Jr., "The Influence of Material Parameters on Nonuniform
Plastic Flow in Simple Tension", Acta Mat., 28, pp.1415-1426 (1980).
R-30: A. Oda and H. Miyakawa, "X-ray Constant Measurement of 18Ni - 8Cr
Austenitic Stainless Steel", J. Society of Materials Science, Japan, 27, pp.226-
229 (1978) (in Japanese).
R-31: H. Miyagawa and A. Oda, "X-ray Constant Measurement of Tensile
Pre-Strained 18Ni - 8Cr Austenitic Stainless Steel ", J. Society of Materials
Science, Japan, pp.218-223 (1979) (in Japanese).
R-32: J. P. Hammond, M. W. Moyer and C. R. Brinkman, "Effects of Materials and
Test Variables on Elastic Constants of 2-l/4Cr - IMo Steel and Type 304
Stainless Steel", Int. Conf. Mech. Material, 2, pp. 1037-1041 (1976).
R-33: H. Nyuko, Y. Takeuchi, S. Zaima and N. Noda, "Temperature Dependence of
Dynamic Moduli of Several Alloys", Synp. Mech. Behav. Mater., 2, pp.237-
246 (1974).
R-34: B. I. Verkin, V. Ya Ilichev and I. N. Klimenko, "The Low-temperature Change
of the Magnetic Structure and Plastic Properties of Fe-Cr-Ni Alloys", Adv.
Cryog. Eng., 26, pp.120-125 (1980)
R-35: H. M. Ledbetter, "Sound Velocities and Elastic Constants of Steels 304, 310
and 316", Mat. Sci., 14, p.595-596 (1980).
R-36: M. Omori and Y. Yoshinaga, "Effects of Strain Rate on Deformation Behavior
of Steels - 1st Report : Tensile and Compression Deformation", J. Plastic
Working, Japan, 8, pp.297-306 (1980) (in Japanese).
R-37: T. Sakuno and T. Goto, "Studies on the Impact Adhesives, IV, Estimation of
Wood-Glue Joint by Impact Load(l))", J. Wood Research Society, Japan, 19,
pp.533-537 (1973) (in Japanese).
R-38: Y. Hamano and A. Matsumoto, "Studies on the Mechanism of Energy
Absorption of Wood Subject to Impact Load, I )", J. Wood Research Society,
Japan, 25, pp.567-572 (1979) (in Japanese).
R-39: Y. Hamano and A. Matsumoto, "Studies on the Mechanism of Energy Study on
Absorption of Wood Subject to Impact Load, II)", J. Wood Research Society,
- 1 8 -
JAERI-Data/Code 97-049
Table 3.5 (Continued)
Japan, 26, pp.658-663 (1980) (in Japanese).
R-40: H. Miyakawa and M. Mori, "Impact Properties of Wood and wood Based
Materials, IV, Effect of Impact Velocity on Shear Fracture of Wood
Specimens)", J. Wood Research Society, Japan, 24, pp.857-864 (1978)
(in Japanese).
R-41: Kobe Steel Work Co., Ltd., "Charcteristics of Impact Energy Absorption on
Woods", Letter to the RC-62 Sub-Committee in Japan Society of Mechanical
Engineers (1983) (in Japanese).
R-42: Nppon Steel Work Co., Ltd., "Crush Test of Balsa Woods", Letter to the RC-
62 Sub-Committee in Japan Society of Mechanical Engineers (1983)
(in Japanese).
R-43: Nitta Playwood Co., Ltd., "Compression Characteristic Charts of Balsa Woods",
Letter to the RC-62 Sub-Committee in Japan Society of Mechanical Engineers
(1983) (in Japanese).
R-44: Hitachi Ship and Dock Co., Ltd., "Compression Characteristics of Balsa
Woods", Letter to the RC-62 Sub-Committee in Japan Society of Mechanical
Engineers (1983) (in Japanese).
R-45: U. Nishiyama and S. Tanimura, "Compressive Strength of Steels on High
Strain Rates", Trans. Japan Society of Mechanical Enginerrs, 36-285,
pp.714-722 (1970) (in Japanese).
R-46: T. Hirano, M. Sudo and Y. Yutori, "Effect of Strain Rates and Pre-stfains at
Room Temperature on the Mechanical Properties of Austenitic Stainless Steels",
Trans. Japan Inst. Metal, 33, pp.975-983 (1969) (in Japanese).
R-47: J. P. Hammond and V. K. Sikka, "Predicted Strains in Austenitic Stainless
Steels at Stresses above Yield", Winter Annual Meeting of ASME, Atlanta,
USA (1977).
R-48: A. Chatani, "Relationship of Compression Stress-Strain of SUS 304 Stainless
Steel", Letter to the RC-62 Sub-Committee in Japan Society of Mechanical
Engineers (1983) (in Japanese).
R-49: Mitsui Ship and Dock Co., Ltd., "Drop Impact Test for Balsa Woods", (1983).
R-50: H. M. Ledbettar, "Stainless-Steel Elastic Constants at Low Temperatures",
Trans. ASME, J. Appl. Phys., 52, pp.1587-1589 (1981).
R-51: T. Isozaki, T. Ooba and S. Ueda, "Impulse Tensile Test at High Temperature
for Austenitic Stainless Steel", Trans. Japan Society of Mechanical Enginerrs,
42-359, pp.2034-2041 (1976) (in Japanese).
R-52: C. J. Maiden and J. D. Cambell, "The Static and Dynamic Strength of Carbon
- 1 9 -
JAERI-Data/Code 97-049
Table 3.5 (Continued)
Steel at Low Tempertures", Phil. Mag., 3, pp.872-885 (1958).
R-53: J. D. Cambell and J. Duby, "The Yield Behavior of Mild Steel in Dynamic
Compression", Proc. Roy. Soc. A., 236, pp.24-40 (1956).
R-54: A. B. Haberfield and M. W. Boyles, "The Tensile Properties of a Fully Aged
Rimming Steel at High Strain Rates", PB Rep. No.226974 (1973).
R-55: A. Hojo and A. Chatani, "The Effect of Strain Rate History on the Stress-Strain
Curve", Research Report, Faculty of Technology, Kanazawa University, 13,
pp.113-119 (1977) (in Japanese).
R-56: A. Hojo and A. Chatani, "The Yield Stress on Combined Static Tension and
Dynamic Torsion", Trans. Japan Society of Mechanical Enginerrs, 43-375, pp.
3994-4001 (1977) (in Japanese).
R-57: A. Hoyo and A. Chatani, "The Yield Stress on Combined Static Tension and
Dynamic Torsion", Trans. Japan Society of Mechanical Enginerrs, 48-429, pp.
633-640 (1982) (in Japanese).
R-58: K. Kawata, S. Hashimoto, K. Kurokawa and N. Kanayama, "A New Testing
Method for the Characterisation of Materials in High-Velocity Tension",
Mechanical Properties at High Rates of Strain, ed. by J. Haring, The Institute
of Physics (1979).
R-59: L. W. Meyer, H. D. Kunze and K. Seifert, "Dynamic Behavior of High
Strength Steels under Tension", Shock Waves and High-Strain-Rate Phenomena
in Metals, ed. by M. A. Meyers and L. E. Murr, Plenum Press, pp.51-63
(1981).
R-60: S. Shida, "Strain Rate Dependency for Resistance of Cold Deformation-
Mathematical Model of Cold Tandem Mill (I)", J. Plastic Working, Japan,
13, p.935 (1972) (in Japanese).
R-61: T. Kobayashi, "Ductility of Cast Irons", J. Iron and Forging, Japan, 30-7,
pp.5-12 (1977) (in Japanese).
R-62: T. Kobayashi, "Fracture Toughness of Irons - Concerning to Spheroidal
Graphite Cast Irons", J. Society of Materials Science, Japan, 18, pp.512-517
(1979) (in Japanese).
R-63: M. W. Schwartz and L. Boyce, "Ductile and Brittle Failure Design Criteria for
Nodular Cast Iron Spent-Fuel Shipping Containers", UCRL-53046 (1983).
R-64: T. Kobayashi and S. Nishi, "Fracture Characteristics of Spheroidal Graphite
Cast Iron", J. Cast Iron, Japan, 52, pp.76-87 (1980).
R-65: R. K. Nanstad, F. J. Worzala and C. R. Loper Jr., "The Fracture Characteristics
of Nodular Cast Iron", Int. symp. Metall. Cast Iron, 2, pp.789-807 (1975).
- 20 -
JAERl-Data/Code 97-049
Table 3.5 (Continued)
R-66: R. K. Nanstad, F. J. Worzala and C. R. Loper Jr., "Static and Dynamic
Toughness of Ductile Cast Iron", Trans. American Foundrymen Soc, 83, pp.
245-256 (1975).
R-67: F. J. Worzala, R. W. Heine and Yi Wen Cheng, "Toughness of Malleable and
Ductile Iron", Trans. American Foundrymen Soc., 84, pp.675-682 (1976).
R-68: Yi Wen Cheng and F. J. Worzala, "Fracture Behavior of Cast Irons", Int. Conf.
Mech. Behav. Mater., 2, pp.1223-1227 (1976).
R-69: W. L. Bradley and H. E. Mead Jr., "Fracture Toughness Studies of Nodular
Cast Iron Using a J-integral Approach", ASME MPC, 11, pp.69-87 (1979).
R-70: W. L. Bradley, "Fracture Toughness Studies of Gray, Malleable and Ductile
Cast Iron", Trans. American Foundrymen Soc., 89, pp.837-848 (1981).
R-71: S. R. Holdsworth and G. Jolley, "The Influence of Graphite Nodule Number
and Volume Fraction on the Fracture Toughness of Fern tic Nodular Cast Iron",
Int. Symp. Metall. Cast Iron, pp.809-825 (1975).
R-72: T. Luyendijk and H. Nieswaag, "Ductile Cast Iron Instrumented Impact Tests
Made at Different Impact Speeds", Int. Foundry Congr., pp.1-13 (1982).
R-73: A. LeDouaron, R. Lafont, D. Poulain and C. Cloitre, "Fracture Toughness of
Ferritic Spheroidal Graphite Cast Irons", Adv. Fract. Res., 1, pp.252-262
(1982).
R-74: R. Eisenstadt and G. H. Roulston, "A Low Temperature Brittle Fracture
Investigation of Gray Iron and Nodular Iron on Machinery Castings" * Pap. Am.
Soc. Mech. Eng., pp.1-7 (1975).
R-75: D. Frodl, W. Schmidt and H. Schoch, "Mechanische Eigenschaften von Stahl-
und Gussqualitaten", VDI-Z, 125, pp.887-894 (1983).
R-76: F. Henke, "Die Bruchzahigkeit von Gusseisen-Werkstoffen", Giesserei Prax.,
No. 9/10, pp.131-139 (1976).
R-77: J. K. Mortz, C. Berger, G. Cohrt, E. K. Godehardt, K. Hiittebraucker, G. Kuhn,
H. Reuter, D. Schock, M. shakeshaft und D. Welter, "Bruchmechanische
Eigenschaften in Grossen Wanddicken von Gussstucken aus Gusseisen mit
Kugelgraphit", VDI-Z, 122, pp.883-898 (1980).
R-78: C. Berger und W. Wiemann, "Bruchmechanische Eigenschaften in
Dickwandigen Gussstucken aus Gusseisen mit Kugelgraphit als Kriterium fur
die Konstruktion", Ver. Dtsch. Ing. Ber., No. 469, pp. 47-58 (1983).
R-79: J. Yajima, Y. Hirose, K. Tanaka and H. Ogawa, "X-ray Fractographic Study on
Fracture Toughness of Ductile Cast Iron", J. Society of Materials Science,
Japan, 32, pp.1345-1350 (1983) (in Japanese).
- 21 -
JAERI-Data/Code 97-049
Table 3.5 (Continued)
R-80: S. Komatsu, T. Shiota and K. Nakamura, "Influence of Silicon Content on
Fracture Toughness of Ferritic Spheroidal Cast Iron", J. Japan Foundrymen's
Soceity, 56, pp.170-175 (1984) (in Japanese).
R-81: H. Sumitome and K. Nakamura, "Effects of Graphite on Low Temperature
Impact Characteristics of Spheroidal Graphite Cast Irons", J. Japan
Foundrymen's Sciety, 55, pp.609-614 (1983) (in Japanese).
R-82: W. R. Holman and R. T. Langland, "Recommentations for Protecting Against
Failure by Brittle Fracture in Ferritic Steel Shipping Containers Up to Four
Inches Thick", UCRL-53013 (1981).
R-83: M. W. Schwartz, "Protecting Against Failure by Brittle Fracture in Ferritic
Steel Shipping Containers Greater Than Four Inches Thick", UCRL-53045
(1982).
R-84: M. W. Schwartz, "Recommendations for Protecting Against Failure by Brittle
Fracture in Ferritic Steel Shipping Containers Greater than Four Inches Thick",
UCRL-53538 (1984).
R-85: T. Ikushima, "A Compilation of Structural Property Data for Computer Impact
Calculation (4/5), Volume 4 : Lead", JAERI-M 88-194 (1988) (in Japanese).
R-86: T. Ikushima, "A Compilation of Structural Property Data for Computer Impact
Calculation (2/5), Volume 2 : Mild Steel", JAERI-M 88-192 (1988) (in
Japanese).
R-87: T. Ikushima, "A Compilation of Structural Property Data for Computer Impact
Calculation (3/5), Volume 3 : Stainless Steel", JAERI-M 88-193 (1988) (in
Japanese).
R-88: T. Ikushima, "A Compilation of Structural Property Data for Computer Impact
Calculation (5/5), Volume 5 : Wood", JAERI-M 88-195 (1988) (in Japanese).
R-89: T. Ikushima and T. Nagata, "A Compilation of Structural Property Data for
Computer Impact Calculation (1/5), Volume 1 : Structural Property Data and
Data Processing Computer Program", JAERI-M 88-191 (1988) (in Japanese).
- 22
JAERI-Data/Code 97-049
4. Computer Program
4.1 Program Description
The computer program IMPACLIB consists of three parts. These are the
material property library obtained by many research institutes, the data retrieval
program and plotting program for the data used with DYNA2D, DYNA3D, NIKE2D,
NIKE3D, PISCES, HONDO, CRUSH I"4', CRUSH2<15), FINCRUSH'6' and
PUNCTURE171 computer programs. The CRUSH 1, CRUSH2, FINCRUSH and
PUNCTURE are static calculation programs and the other are dynamic finite element
programs capable of evaluating the maximum acceleration of the cask body, the
maximum deformation and so on.
The computer program IMPACLIB consists of a main routine and thirty five
subroutines. These are MAIN, BLOCKDATA, MLBST, MLBPT, RDSQF, RDCHS,
ISBST, MLBEX, EXCOM, EXCOMQ, EXCOM1, EXCOM2, EXCOM3, EXQRY,
EXDAT, MLBFD, GTPROP, GTEPSS, GTSIG, GTEMOD, EXUNI, EXUNI2,
EXOUT, EXFIT, EXFIT1, EXFIT2, EXFIT3, EXMINX, EXLSTP, EXGRA,
CURVE, AXFUN1, PLTAX2, PLTAXL, PLTLGV and DTLIST. Overall structure of
the IMPACLIB is shown in Fig. 4.1. Functions of subroutines are as follows:
MAIN : initializes start of run,
BLOCKDATA : initializes data set,
MLBST : prepares to read material data library(l),
MLBPT : handling material data library,
RDSQF : prepares to read material data library(2),
RDCHS : sets input data parameters,
ISBST : changes from character type data to integer type data,
MLBEX : controls IMPACLIB program,
EXCOM : reads input data(l),
EXCOMQ : reads input data(2),
EXCOM 1 : reads input data(3),
EXCOM2 : reads input data(4),
EXCOM3 : reads input data(5),
EXQRY : prints of output data,
- 2 3 -
JAERI-Data/Code 97-049
EXDAT : prepares to print output data,
MLBFD : reads material data(l),
GTPROP : searches material property data,
GTEPSS : searches stress-strain data(l),
GTSIG : searches stress-strain data(2),
GTEMOD : reads material data(2),
EXUNI : changes data unit(l),
EXUNI2 : changes data unit(2),
EXOUT : prepares to print output data,
EXFIT : prepares data fitting output,
EXFIT1 : prepares data curve fitting(l),
EXFIT2 : prepares data curve fitting(2),
EXFIT3 : prepares data curve fitting(3),
EXMINX : searches maximum and minimum values,
EXLSTP : prepares to draw material property data,
EXGRA : prepares to draw stress-strain curves,
CURVE : draws stress-strain curves,
AXFUN1 : prepares to draw axis,
PLTAX2 : draws axis,
PLTAXL : draws grid lines,
PLTLGV : prepares to grid lines,
DTLIST : prints of input data.
A macroscopic flow chart of the IMPACLIB is shown in Fig. 4.2.
4.2 Description of Input Data
This section describes the input data required by the IMPACLIB. The input
data consist of a material title, the material selection, a data fitting curve selection and
options for output plotting. The input instruction is simple and easy follow. The input
data forms are presented in Tables 4.1, 4.2 and 4.3 and Fig. 4.3..
4.3 Description of Output Data
This section describes the output data forms of the IMPACLIB. The contents of
these various quantities are described in the followings.
- 24 -
JAERI-Data/Code 97-049
(1) Input data
The input data are printed in two formats. The first print format is exactly the
same as they were read. Second, the computer program lists the input data as
interpreted by the IMPACLIB.
(2) Material property data
The material property data are compiled from the data library file and printed
out on output sheets.
(3) Graphical output
The IMPACLIB provides users with the graphical output of the material
property data.
- 25 -
JAERI-Data/Code 97-049
Table 4.1 Input data for IMPACLIB
(1) ENTRY command
ENTRY command.
FunctionPromptInput data
: Job entry.: ENTRY?
0123
(0:1:2:3)
EXIT.QUERY.GRAPHICS.INPUT ECHO.
(2) QUERY command
QUERY command.
FunctionPromptInput data
: Selection: QUERY?:
012345678
of job.(0:1:2:3:4:5:6:7:8)
RETURN.MATERIAL NAME LIST.STRUCTURE STEEL NAME LIST.STAINLESS STEEL NAME LIST.LEAD NAME LIST.WOOD NAME LIST.REFERENCE LIST.MATERIAL DATA.MATERIAL INDEX.
(3) Graphic commands(a) TITLE command
TITLE command.
Function : Job description.Prompt : TITLE? (' ')Input data : ' '
- 26
JAERI-Data/Code 97-049
Table 4.1 (Continued)
(b) MATERIALS command
MATERIALS command.
Function : Selection of material, number of materials and material index.Prompt : MATERIALS? (PROP, NMAT, MATNO, )Input data : PROP
0 : RETURN.1 : COEFFICIENT OF THERMAL EXPANSION.2 : MODULUS OF LONGITUDINAL ELASTICITY.3 : MODULUS OF TRANSVERSE ELASTICITY.4 : POISSON'S RATIO.5 : STRESS-STRAIN CURVE.6 : STRESS-STRAIN CURVE DEPENDENT ON STRAIN
RATE.NMAT : NUMBER OF MATERIALS.MATNO : MATERIAL INDEX NUMBER.
(c) PARAMETERS command
PARAMETERS command.
Function : Selection of data parameters, such as material test method, directionof compression or tensile force against wood fiber, temperatureranges, stress-strain cureve and stress-strain curve dependent on strainrate.
Prompt : PARAMETERS? (0:1:2:3:4:5)Input data :
0 : RETURN.1 : DEFORMATION TYPE(material test method).2 : FIBER DIRECTION OF WOOD(direction of force against
wood fiber).3 : TEMPERATURE(temperature range).4 : STRAIN RATE.5 : STRAIN.
- 27 -
JAERI-Data/Code 97-049
Table 4.1 (Continued)
(c-1) DEFORMATION TYPE subcommand
DEFORMATION TYPE subcommand.
Function :Prompt :Input data :
SelectioTl of material test method.DEFORMATION TYPE? (0:1:2:3:)
0123
RETURN.COMPRESSION.TENSION.COMPRESSION & TENSION.
(c-2) FIBER DIRECTION OF WOOD subcommand
FIBER DIRECTION OF WOOD subcommand.
Function : Selection of material test direction of compression or tensile forceagainst wood fiber.
Prompt : FIBER DIRECTION OF WOOD? (0:1:2:3:4:5:6)Input data :
RETURN.ODEG.
30 DEC45 DEC60 DEC90 DECNORMAL.
(c-3) TEMPERATURE subcommand
TEMPERATURE subcommand.
Function : Selection of temperature ranges.Prompt : TEMPERATURE? (NIN,MAX)Input data :
MEM : MINIMUM TEMPERATURE.MAX : MAXIMUM TEMPERATURE.
- 28
JAERl-Data/Code 97-049
Table 4.1 (Continued)
(c-4) STRAIN RATE subcommand
STRAIN RATE subcommand.
FunctionPromptInput data
: Selection.STRAIN;
MIN :MAX:
of stress-strain cureveRATE? (NIN,MAX)
MINIMUM STRAINMAXIMUM STRAIN
dependent on strain rate.
RATE.RATE.
(c-5) STRAIN subcommand
STRAIN RATE subcommand.
Function : SelectionPrompt : STRAINInput data :
NSTRN
STRN1 :STRN2:
of strains.? (NSTRN, STRN1, STRN2, )
: NUMBER OF STRAINS(number of data dependent onstrain).STRAIN.STRAIN.
(d) SYSTEM OF UNITS command
SYSTEM
FunctionPromptInput data
OF UNITS
: Selection: SYSTEM:
1 :SI
command.
of units.OF UNITS? (1:2)
(SI unit).2 : MKS (MKS unit).
2 9 -
JAERI-Data/Code 97-049
Table 4.1 (Continued)
(e) OUTPUT command
OUTPUT
FunctionPromptInput data
command.
: Selection of output forms.: OUTPUT? (0:001:010:011:100:101:111)
0001010011100110111
RETURN.LISTING.PLOTTING.LISTING & PLOTTING.FITTING.FITTING & PLOTTING.FITTING & PLOTTING & LISTING.
(e-1) PLOT OPTIONS subcommand
PLOT OPTIONS
FunctionPrompt :Input data
subcommand.
Selection of graphical output forms.PLOT
0
2345
OPTIONS? (0:1:2:3:4:5)
RETURN.DATA RANGES.TYPE OF AXES.STRING.MESH.COMMENT OF CURVES.
(e-2) DATA RANGES subcommand
DATA RANGES subcommand.
Function :Prompt :Input data :
Selection of data ranges for graphical plot.DATA RANGES? (XMEST, XMAX,
XMIN : MINIMUM VALUE ONXMAX : MAXIMUM VALUE ONYMIN : MINIMUM VALUE ONYMAX : MAXIMUM VALUE ON
YMIN, YMAX)
X-AXIS.X-AXIS.
Y-AXIS.Y-AXIS.
- 3 0 -
JAERI-Data/Code 97-049
Table 4.1 (Continued)
(e-3) TYPE OF AXES subcommand
TYPE OF
FunctionPromptInput data
AXES subcommand.
: Selection of scale types for graphical plot axes.: TYPE OF AXES? (1:2:3:4):
1 : BOTH X AND Y ARE LINEAR SCALE (both X-Y-axis are linear scales).
2 : X IS LOG SCALE, Y IS LINEAR SCALEscale and Y-axis is linear scale).
3 : X IS LINEAR SCALE, Y IS LOG SCALEscale and Y-axis is log scale).
4 : BOTH X AND Y ARE LOG SCALE (bothY-axis are log scales).
(X-axis
(X-axis
X-axis
axis and
is log
is linear
and
(e-4) STRING subcommand
STRING subcommand.
FunctionPrompt :Input data
: SelectionSTRING?
0 :1 :
of string types.(0:1)
NO (do not draws).YES (draws line between plot marks).
(e-5) MESH subcommand
MESH subcommand.
Function :PromptInput data :
Selection of mesh drawing.MESH? (0:1:2)
0 :1 :2 :
NONE (do not draws).DASH LINE (draws straight line mesh).LINE (draws dotted line mesh).
- 31 -
JAERI-Data/Code 97-049
Table 4.1 (Continued)
(e-6) COMMENT OF CURVES subcommand
COMMENT OF CURVES subcommand.
Function : Writes a comment on a curve.Prompt : COMMENT OF CURVES? (CURVE-NO., '...COMMENT...')Input data :
CURVE-NO.0 : RETURN.
>1 : DEFINITION.<20 : DEFINITION.'...COMMENT...' (writes a comment on the curve).
(f) FITTING commands
FITTING command.
Function :Prompt :Input data :
Selection of curve fitting.FITTING? (0:1:2:3)
0 :1 :2 :3 :
RETURN.INPUT X-Y DATA (input X-YLINEAR REGRESSION (linear
data for fixed points).regression).
BUILT IN EQUATIONS (use of built in equations).
(f-1) X-Y DATA subcommand
X-Y DATA
Function :Prompt :Input data :
subcommand.
Read X-Y data for fixed points.X-Y DATA? (N, XI, Yl, , XN,
N : number of X and Y data foris 50).
XI : X DATA.Yl : Y DATA.
XN : X DATA.YN : Y DATA.
YN))
fixed ponts (maximum number
- 3 2 -
JAERl-Data/Code 97-049
Table 4.1 (Continued)
(f-2) LINEAR REGRESSION subcommand
LINEAR I
FunctionPromptInput data
DEGRESSION subcommand
: Seeks coefficient of linear: LINEAR REGRESSION?:
A : coefficient of A.B : coefficient of B.
Y = AxX + B
•
regression.(A, B)
(f-3) EQUATION NUMBER subcommand
EQUATION NUMBER subcommand.
Function : Selection of equation number of built in function based on linearregression-
Prompt : EQUATION NUMBER? (1:2:3: :15)Input data :
0 : RETURN.1 : EQUATION NUMBER 1.2 : EQUATION NUMBER 2.
15 : EQUATION NUMBER 15.
(4) EXIT/RESET command
EXIT/RESET command.
Function : Selection of job exit or reset.Prompt : EXIT/RESET? (1:2:3:4:5:6)Input data:
0 : EXIT.1 : QUERY.2 : TITLE,3 : MATERIALS,4 : PARAMETERS,5 : SYSTEM OF UNITS.6 : OUTPUT.
- 3 3 -
Table 4.2 Relationship between output plot selection and input data
i
X-axis
Temperature
Temperature
Temperature
Temperature
Strain
Strain rate
Y-axis
Coefficient ofthermal expansion
Modulus of longitu-dinal elasticity
Modulus oftransverse elasticity
Foisson's ratio
Stress
Stress
Input data(commands)
MATERIALS
PROP
1
2
3
4
5
6
MATNO
o
o
o
©
©
©
PARAMETERS
l:Direction oftest force
O
o
2:Fiber directionof wood
oo
3:Temperature
oo
4:Strain rate
o
5:Strain
©
Legend : ® : NecessityO : Option
>tn50
s
o
JAERI-Data/Code 97-049
Table 4.3 Commands for IMPACLIB
Commands/Subcommands
ENTRY
QUERY
GRAPHICS
MATERIALS
PARAMETERS
DEFORMATION TYPE
FIBER DIRECTION OF WOOD
TEMPERATURE
STRAIN RATE
STRAIN
SYSTEM OF UNITS
OUTPUT
PLOT OPTIONS
DATA RANGES
TYPE OF AXES
STRING
MESH
COMMENT OF CURVES
FITTING
X-Y DATA
LINEAR REGRESSION
EQUATION NUMBER
EXIT/RESET
Functions
Job entry.
Selection of job.
Graphic output.
Job description.
Selection of material.
Selection of material test method.
Selection of material test direction against wood
fiber.
Selection of temperature ranges.
Selection of stress-strain curve dependent
on strain rate.
Selection of strain.
Selection of units
Selection of output forms.
Selection of graphical output forms.
Selection of data ranges for graphical plot.
Selection of scale types for graphical plot axes.
Selection of string types.
Selection of mesh drawing.
Write a comment on a curve.
Selection of data fitting.
Read X-Y data for fixed points
Seeks coefficient of linear regression.
Selection of equation number of built in
function based on linear regression.
Selection of job exit or reset.
- 3 5 -
JAERI-Data/Code 97-049
MAIN BLOCKD
MLBST RDSQF RDCHS
ISBST
MLBPT RDSQF
ISBST
MLBEX RDSQF RDCHS
EXCOM EXCOMQ
EXCOM3
EXQRY RDSGF
ISBST
EXDAT MLBFD
RDCHS
EXCOM1
EXCOM2
ISBST
RDCHS
RDSQF
MLBPT
RDCHS
RDSQF
RDCHS
L- ISBST
Fig. 4.1 Structure of computer program IMPACLIB(l/2)
- 3 6 -
JAERI-Data/Code 97-049
MAIN MLBEX EXDAT GTPROP
GTEPSS
GTSIG
EXUNI EXUNI2
EXOUT EXFIT
EXLSTP
EXGRA
DTL1ST
GTEMOD
EXFIT1
EXFIT2 EXMINX
EXFIT3
CURVE EXMINX
- AXFUN1
PLTAX2
PLTAXL
PLTLGV
Fig. 4.1 Structure of computer program IMPACLIB(2/2)
- 3 7 -
JAERI-Data/Code 97-049
Input dataF05
Output dataF06 cDraw
data
I ibrary
F01
Fig. 4. 2 Program flow
- 38
JAERI-Data/Code 97-049
( S T A R T J
ENTRY
QUERY
JGRAPHICS
TITLE
MATER IALS
PARAMETERS
SYSTEMOF UNITS
OUTPUT
PLOTOPTIONS
FITTING
EXIT/RESET
(STOP J
STOP
Fig. 4.3 Flow sheet of command
- 3 9 -
JAERI-Data/Code 97-049
5. Conclusions
In regard to the evaluation of acceleration, deformation, stress and strain of
casks in the case of drop impact, structural property data are necessary. A structural
property data library IMPACLIB has developed for impact analysis programs such as
DYNA2D, DYNA3D, NIKE2D, NIKE3D, PISCES, HONDO, CRUSH1, CRUSH2,
FINCRUSH, PUNCTURE and so on. The IMPACLIB is further being utilized
satisfactory for general purpose stress analysis programs.
Ackowledgements
The author is indebted Mrs. Junji Oshika and Takashi Ishiwata of CRC
Research Institute, Inc. for assistance of making the computer program.
- 4 0 -
JAERI-Data/Code 97-049
References
(1) Halliquist, J. O., "User's Manual for DYNA2D - Explicit Two-dimensional
Hydro-dynamic Finite Element Code with Interactive Rezoning and Graphical
Display", UCID-18756,Rev.3(1988).
(2) Halliquist, J. O., "Use's Manual for DYNA3D(Nonlinear Dynamic Analysis of
Structures in Three Dimensions)", UCID-18756,Rev.5(1989).
(3) Halliquist, J. O., "NIKE2D: An Implicit, Finite-Deformation, Finite Element Code
with Analyzing the Static and Dynamic Response of Two-Dimensional Solids",
UCID-52678(1978).
(4) Halliquist, J. O., "NIKE3D: An Implicit, Finite-Deformation, Finite Element Code
with Analyzing the Static and Dynamic Response of Three-Dimensional Solids",
UCID-18822(1981).
(5) Trigg, M., et al., "PISCES user's Manual", Physics International(1980).
(6) Key, S. W., Beisinger, Z. E. and Krieg, D., "HONDO-II - A Finite Element
Computer Program for the Large Deformation Dynamic Response of Axisymmerric
Solids", SAND 78-0442(1978).
(7)Dcushima, T. et al., "Simplified Computer Codes for Cask Impact Analysis" , 10th
Int. symposium on the Packaging and Transportation of Radioactive Materials,
pp.1419-1426, Japan(Yokohama), (1992).
(8)Dcushima, T., Oshika, J. and Ishiwata, T., "Computer Codes System for Structural
Analysis of Radioactive Materials Transport" , 11th Int. symposium on the Packaging
and Transportation of Radioactive Materials, pp.1174-1181, U.S.A(Las Vegas),
(1995).
(9) Ikushima, T. and Nagata, T., "A Compilation of Structural Property Data for
Computer Impact Calculation (1/5), Volume 1 : Structural Property Data and Data
Processing Computer Program", JAERI-M 88-191 (1988) (in Japanese).
(10) Ikushima, T., "A Compilation of Structural Property Data for Computer Impact
Calculation (2/5), Volume 2 : Mild Steel", JAERI-M 88-192 (1988) (in Japanese).
(11) Ikushima, T., "A Compilation of Structural Property Data for Computer Impact
Calculation (3/5), Volume 3 : Stainless Steel", JAERI-M 88-193 (1988) (in Japanese).
(12) Ikushima, T., "A Compilation of Structural Property Data for Computer Impact
Calculation (4/5), Volume 4 : Lead", JAERI-M 88-194 (1988) (in Japanese).
- 41 -
JAERI-Data/Code 97-049
(13) Ikushima, T., "A Compilation of Structural Property Data for Computer Impact
Calculation (5/5), Volume 5 : Wood", JAERI-M 88-195 (1988) (in Japanese).
(14) Ikushima, T., "CRUSH1 : A Simplifed Computer Program for Impact Analysis
of Radioactive Material Transport Casks", JAERI-Data/Code 96-025 (1996).
(15) Ikushima, T., "CRUSH2 : A Simplifed Computer Program for Impact Analysis
of Radioactive Material Transport Casks", JAERI-Data/Code 97-001 (1997).
(16) Ikushima, T., "FINCRUSH : A Computer Program for Impact Analysis of
Radioactive Material Transport Cask with Fins", JAERI-Data/Code 97-018 (1997).
(17) Ikushima, T., "PUNCTURE : A Computer Program for Puncture Analysis of
Radioactive Material Transport Casks", JAERI-Data/Code 97-036 (1997).
(18) Ikushima, T., "ROCKING : A Computer Program for Seismic Response Analysis
of Radioactive Material Transport Casks", JAERI-Data/Code 95-017 (1995).
(19) Ikushima, T., "FTNLIB : A Fin Energy Absorption Data Library for Impact
Analysis of Radioactive Material Transport Cask with Fins", JAERI-Data/Code
97-035 (1997).
4 2 -
Appendix A Sample Problem Input
INPUT DATA ECHO
15 0-
2
2 3 45 0 5 0 5 0 5-
•STRESS STRAIN CURVES OF5,1,3290.011110.0,51 '2 '3 '4 •5 '6 '7 '8 '9 '100 '
1012
0,295.0
0.24,
STRAINSTRAINSTRAINSTRAINSTRAINSTRAINSTRAINSTRAINSTRAIN'STRAINt
0.0,
RATERATERATERATERATERATERATERATERATE1 RATE
1600.
2.1E-42.1E-32.1E-22.1E-19.9E-11.31.3E+11.3E+23.0E+24.0E+2
•STARTSTEEL TEMP.=293.0'
•MATER
5 6 7 80 5 0 5 0 5 0
•TITLE ? R-86IALS ?
•OPTION ?•TEMPERATURE RANGES ?•PARAMETERS ?•SYSTEM OF UNITS ?•OUTPUT ?• PLOT• DATA• PLOT
1 •CURVE1 •CURVE1 •CURVE1 •CURVE1 •CURVE' •CURVE1 •CURVE1 •CURVE' •CURVE1 •CURVE
•CURVE
OPTIONS ?RANGES ?OPTIONS ?NO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENTNO. COMMENT END
>tn2
n
•PLOT OPTIONS ?•END MARK
5 o 5 0 5 0-1 2 3
•--5 0 5 0 5 0 5 0-4 5 6 7
• 5 08
JAERI-Data/Code 97-049
Appendix B Sample Problem Output
ENTRY? (0:1:2:3)0.- EXIT11 QUERY21 GRAPHICS3; INPUT ECHO
» 2TITLE? <•...')» STRESS STRAIN CURVES OF STEEL TEMP.-293.0
MATERIALS? (PR0P,NMAT,MATN0, ... )PROPERTY0; RETURNl; COEFFICIENT OF THERHM. EXPANSION2; MODULUS OF LONGITUDINAL ELASTICITY3; MODULUS OF TRAMSVERSE ELASTICITY*; POISSON'S RATIO
tl STRESS-STRAIN RATE
HATNO; MATERIAL NUMBER» S 1 1012
PARAMETERS? <0:l:2:3:t:5>0. RETURN1; DEFORMATION TYPE2; FIBRE DIRECTION OF MOOD
3; TEMPERATURE4; STRAIN RATE5; STRAIR
» 3TEMPERATURE? (HIM,MAX)>> 290.000 293.000PARAMETERS? (0:1:2:3:*:5)
0; RETURNl; DEFORMATION TYPE2; FIBRE DIRECTION OF UOOD3; TEMPERATURE*; STRAIN RATE5; STRAIN
» 0SYSTEM OF UNITS? (1:2)
1; si2; MKS
>> lOUTPUT? (0:001:010:100)
0; RETURN001; LISTING010J PLOTTING100; FITTING
» 11PLOT OPTIONS? (0:l:2:3:&:3)
0; RETURN1; DATA RANGES2; TYPE OF AXES3; STRINGt; MESH5; COMMENT OF CURVES
Appendix B (Continued)
DATA RANGES? <XH1N,XMAX»YM1N,YMAX)XHIN; MINIMUN VALUE ON I-AXISXHAX; MAXIMUM VALUE ON X-AXISYH1NJ M1N1HUN VALUE ON Y-ArISYMAX; MAXIMUM VALUE ON Y-AXIS
PLOT OPTIONS? <O:l;2!s:*:S>0; RETURNl;
TYPE OF AXESSTRINGMESHCOMMENT OF CURVES
» JCOMMENT OF CURVES? (CURVE-NO,'..COMMENT..')
CURVE-NO- 0; RETURN> 0; DEFINITION<11J DEFINITION
>> 1, STRAIN RATE 2.1E-*COMMENT OF CURVES? (CURVE-NO,'..COMMENT..•)
CURVE-NO- 0; RETURN> OJ DEFINITION<ll; DEFINITION
>> 2, STRAIN RATE 2.1E-3COMMENT OF CURVES? <CURVE-NO,'..COMMENT..')
CURVE-NO- 0; RETURN> 0; DEFINITION<ll; DEFINITION
» 3, STRAIN RATE 2.1E-2COMMENT OF CURVES? (CURVE-NO,'..COMMENT..')
CURVE-NO- 0; RETURN> 0; DEFINITION<ll; DEFINITION
>> t, STRAIN RATE 2.1E-1COMMENT OF CURVES? (CURVE-NO,'..COMMENT..')
CURVE-NO* 0; RETURN> 0; DEFINITION<ll; DEFINITION
» 9, STRAIN DATE 9.9E-1COMMENT OF CURVES? (CURVE-NO,'..COMMENT. .•>
CURVE-NO- 0; RETURN> 0; DEFINITION<n; DEFINITION
» t, STRAIN RATE 1.3COMMENT OF CURVES? (CURVE-NO,'..COMMENT..•)
CURVE-NO* 0; RETURN> 0; DEFINITION<ll; DEFINITION
>> 7, STRAIN RATE 1.3E»1COMMENT OF CURVES? (CURVE-NO,'..COMMENT..')
CURVE-NO- 0; RETURN> 0; DEFINITION<li; DEFINITION
>> 8, STRAIN RATE 1.3E»2
- 44
JAERI-Data/Code 97-049
Appendix B (Continued!
COMMENT OF CURVES? (CURVE-NO.•..COMMENT..MCURVE-WO- 0; RETURN
> 0; DEFINITION<li; DEFINITION
» 9. STRAIN RATE 5.0E*2COMMEUT OF CURVES? (CURVE-NO. ' . .C0HF1ENT.. • )
CURVE-NO- 0; RETURN0; DEFINITION
<11; DEFINITION» 10. STRAIN RATE 4.OS.2
COMMENT OF CURVEST (CURVE-NO.-..COMMENT..')OJ RETURN0; DEFINITION
11; DEFINITION» 0.
PLOT OPTIONS? (0:1:2:3:4:5)0; RETUfftt1; DAT* RtNSES2; TTPE OF «XES3; ST«1«E4; NESNS; COMMENT OF CURVES
» 0EKtT/RESET? (0:1:2:3:*:5:6>
O; EXITl; «UEBY2; TITLE....31 MATERIALS....i; PARAMETERS....5! SrSTEM OF UNITS4; OUTPUT
» 0JVE0002I STOP EXIT
- 4 5 -
0)
3-
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O
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ooooooooooooaoooooooTO m rn rn rn m m m m m m rn m m m m m m m m
oooooooooooooooooooo
ST
RfilN
(-)
ST
RE
SS
IM
Pfll
ST
RR
IN
RR
TE tl/S)
2.1
00
E-0
3
—imTJrnD
—i
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DE
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MR
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TYP
EC
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ST
RfilN
(-)
ST
RE
SS
(M
Pfi)
ST
RR
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RflTE
(1
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2.1
00
E-0
4TEM
PERR
TUR
E (K
)n2
93
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DE
FOR
MA
TION
TYP
EC
OM
PR
ES
SIO
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m
i— eno * ••— enIV) O
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oo
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m33mzo
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od
I v 4
vO7-049
COen
JAERI-Data/Code 97-049
MflTERIfiL (CURVE NO.31NflME: S45CNO. 1012
REFERENCES: R-86
DEFORMflTION TYPETEMPERRTURE (K)
STRflIN RRTE ( 1 / S )
STRRIN ( - )
1.000E-022-000E-023.000E-D24.000E-025.000E-026.000E-027-000E-028.000E-029.OOOE-02
•OOOE-01•IOOE-01•200E-01•300E-01•400E-D1•500E-01.600E-01•700E-01•800E-01
1.900E-D12.000E-01
COMPRESSION
293-00
2-100E-02
STRESS (MPfl)
3.720E+024-170E+024-BO0E+025.240E+025.640E+02S.980E+026.170E+026.370E*026.570E+026.710E+026.820E+026.960E+027.110E+027.200E+027.250E+027.350E+027.450E+Q27.500E+027.6D0E+027.690E+02
Fig. C.3 Graphical Output of IMPACLIBO)
MfiTERIfiL (CURVE N O . 4 )
NflME: S45CNO. 1012
REFERENCES: R-86
DEFORMflTION TYPETEMPERRTURE (K)STRRIN RflTE ( 1 / S )
COMPRESSION2 9 3 - 0 02 . 1 0 0 E - 0 1
STRRIN ( - )
1 .OOOE-022-O00E-O23.OOOE-024.OOOE-025.OOOE-026.OOOE-027.OOOE-028-OOOE-029.OOOE-021 .OOOE-011 .IOOE-011-200E-011.300E-011.400E-011.500E-011.600E-011 .700E-011.600E-011.900E-012.OOOE-01
STRESS (MPfl)
3.920E+024.310E+024-950E*025.440E*02S.780E+026.130E+026-370E+026-S70E+026.710E+026.910E+027.060E+027.150E+027.250E*027.350E+027.450E+027.500E+D27.600E+027.690E+027.740E+027.840E+02
Fig. C.4. Graphical Output of IMPACLIBI4)
- 47 -
JAERI-Data/Code 97-049
MfiTERIflL
NRME: S45CNO. 1012
(CURVE NO.5)
REFERENCES: R-86
DEFORMRTION TYPE
TEMPERHTURE (K)
STRflIN RflTE ( 1 / S )
COMPRESSION
293-00
9 . 9 0 0 E - 0 1
STRfilN ( - )
.OOOE-022.000E-023.OOOE-024 . OOOE-025.OOOE-026.OOOE-027 . OOOE-026.OOOE-029.OOOE-02l.OOOE-OI1 .100E-011.200E-011.300E-011.400E-011.500E-01
STRESS (HPfl)4.610E+024.410E+024.900E+02S.390E+025.780E+026.0B0E+026.370E+02B.S70Ef026.760E+026.910E+027.060E+027.200E+027.300E+027.350E+027.450E+02
Fig. C.5 Graphical Output of IMPACLIBI5)
MflTERIflL
NflMEiNO.
(CURVE N O - 6 )
S45C1012
REFERENCES: R-86
DEFORMflTION TYPE
TEMPERflTURE (K)
STRFUN RflTE ( 1 / S )
STRfilN [ - )
I.OOOE-022 . OOOE-023.OOOE-024.OOOE-025.OOOE-026.OOOE-027.OOOE-028.OOOE-029 . OOOE-021.OOOE-011.100E-011.2D0E-011-300E-011 .400E-011.600E-011 .600E-011.700E-011-800E-01
COMPRESSION
293.00
1.300E+00
STRESS (MPfi)4.700E+024.S10E+025.190E+025.590E+025.980E+026.370E+026.660E+026.860E+027.060E+027.250E+027.350E+027.500E+027.600E*027.690E+027.740E+027.840E+027.890E+027.940E+02
Fig. C.6 Graphical Output of IMPACLIB(6)
- 4 8 -
JAERI-Data/Code 97-049
MRTERIPL
NRME:NO.
(CURVE NO.7)
S45C1012
REFERENCES: R-86
DEFORMRTION TYPE
TEMPERRTURE (K)
STRRIN RflTE ( 1 / S )
COMPRESSION
2 9 3 . 0 0
1-300E+01
STRfilN [ - )1 .000E-022.000E-023.000E-024.000E-025.000E-026.00QE-027.000E-028.00QE-029.000E-02l.ODOE-011.1D0E-0]
STRESS (MPR)4.900E+025.000E+025.190E*025-980E+026.370E+026.B50E+026-960E+027.150E+027-250E+027.3S0E+027.450E+02
Fig. C.7 Graphical Output of IMPACLIB(7|
MRTERIRL
NRHE: S45CNO. 1012
CURVE NO.8)
REFERENCES: R-86
DEFORMPTION TYPE
TEMPERRTURE (K)
STRRIN RflTE ( 1 / S )
COMPRESSION
2 9 3 . 0 0
1 .500E + 02
STRflIN ( - )
1.000E-022-O0OE-O23-000E-024.000E-025.000E-026-000E-027.000E-028-000E-029.000E-021 .OOOE-01
STRESS <MPFI)
6.Q80E-1-025.880E+026.030E+026.420E+02B.860E+027.060E+027.250E+027.350E+027.640E+027.740E+D2
Fig. C.B Graphical Output of IMPACLIB(8)
- 4 9 -
JAERI-Data/Code 97-049
MATERIAL (CURVE NO.9)
NRME: S45CNO. 1012
REFERENCES: R-86
DEFORMATION TYPE
TEMPERATURE I K )
STRAIN RATE ( 1 / S )
COMPRESSION
2 9 3 . 0 0
3.000E+02
STRRIN (-)l.OOOE-OZZ.OOOE-023-000E-024.000E-025.000E-026.000E-027.000E-02B.OOOE-029.000E-02! .OOOE-011.100E-011-200E-011 -300E-011 -400E-01
STRESS (MPR)5.980E+025-880E+026.27DE+026.660E+026.950E+027.250E+027.500E+027.740E+028.040E+02B.230E+028.330E+028.430E+028.470E+028.520E+02
Fig. C.9 Graphical Output of IMPACLIB(9>
MATERIAL (CURVE NO.10)
NAME: S45C REFERENCES: R-86NO. 1012
DEFORMATION TYPE
TEMPERATURE (K )
STRflIN RATE I 1 / S )
COMPRESSION
2 9 3 . 0 0
4.000E+02
STRflIN ( - )
1.OOOE-022.000E-023-000E-024.OOOE-025.OOOE-02B.OOOE-027.OOOE-028-OOOE-029.OOOE-021.ODOE-011.100E-011.2D0E-011-300E-011 .400E-011 .500E-011.600E-0!1 .700E-011 .800E-011-900E-012.OOOE-01
STRESS IHPfi)S.B80E+026-OBOE+026.370E+026.760E*027.110E+027.350E+027.600E*027.790E+027.980E+028.130E+02B.280E+02B-370E+028.530E+028.820E+028.920E+029.020E+029.070E+029-110E+029.210E+029.210E+02
Fig. C. 10 Graphical Output of IMPACLIB (10)
- 5 0 -
JAERI-Data/Code 97-049
STRESS (MPfi)
1600
800
400
^ ^
. . . . - j A e s
j , 10
1 STROIH RATE2 STRR1N RRTE3 STRAIN RATE4 STRAIN RRTES STRAIN RATEE STRAIN RRTE•> STRAIN RRTE
1 STtfaT9 STRR110 STRR1
J O -
X RRTE1 RATE4 RRTE
"" ""
2 . I E - 42 . I E - 32 - I E - J2 . 1 E - I9 9 E - 11.3I.3E.I
f.3E.Sl-0E>2I.OE»2
0 . 0 5 . 0 1 0 - 0
STRflIN [ - )
1 S - 0 20 .0
STRESS STRflIN CURVES OF STEEL TEMP.=293 .0
Fig. C.I I Graphical Output of IMPACLIB(I I)
Appendix D Job Control Data
The job control data for IMPAC1IB execution on the computer FACOM M-780
in JAERI is as follows:
//JCLG JOB
// EXEC JCLG
//SYSIN DD DATA,DLM='++'
// JUSER XXXXXXXX.XX,XXXXXXXX,XXXX.XX,]MPLIB
// T.01 C.02 W.01 1.02 CLS GRP
// OPTP MSGCLASS=A,MSGLEVEI-=(2,0,1),CLASS=B^OTIFY=JXXXX
// OPTP PASSWORD=XXXXXXXX
// EXEC LMGOEX,LM=J2322.1MIMPLIB,PNM=IMPACLIB
// EXPAND GRNLP
//SYSIN DD DSN=JXXXX.DTIMPLIN.DATA,DISP=SHRJABEL=(),,IN)
//FT01F001 DD DSN=JXXXX.DTFINDATX)ATA,DISP=SHR
//FT02F001 DD DSN=SPACE=(TRK,(5^)),UNIT=TSSWK
//FT20F001 DD DSN=JXXXX.DTIMPLIB.DATA,DISP=SHR
- 5 1 -
JAERI-Data/Code 97-049
Appendix E Program Abstract1. Name :
IMPUB.
2. Computer for which the program is designed and others upon which it is possible:
FACOM M-780, SUN4 or IBM-PC.
3. Nature of physical problem solved:
Structural data at high speed test from USA and Japanese experimental data,
4. Method of solutions:
5. Restrictions on the complexity of the problem:
None.
6. Typical running time:
FACOM-M780 : 1 seconds.
SUN4 : 2 seconds.
IBM-PC : 3 seconds.
7. Unusual features of the program:
None.
8. Related and auxiliary progiam:
None.
9. Status:
10.References:
(l)Ikushinia,T. and Hode S.,"Simplified Analysis Computer Program and Their
Adequacy for Radioactive Materials Shipping casks", PATRAM'89,pp.l202-
1209, Washington DC, USA June 11-16,(1989).
(2)Dtushima,T. et al.,"Simplified Computer Codes for Cask Impact Analysis",
PATRAM'92, pp.1419-1426, Yokohama, Japan, September 13-18,(1992).
(3)lkushiina,T, OhshikaJ. and lshiwata,T.,"Computer Code System for
Structural Anaalysis of Radioactive Materials Transport*, PATRAM'95,
pp.1174-1181, Las Vegas, USA, December 3-8,(1995).
(4)Dcushtaa,T.,"FINCRUSHA Computer Program for Impact Analysis of
Radioactive Material Transport Cask with FinsVAERI-Data/Code
97-018(1997).
11-Machine requirement:
Required 1100 k bytes of core memory.
12.Program language used:
FORTRAN-77.
13.0perating system or monitor under which the program is executed:
FACOM M-780 : MSP.
SUN4 : Solaris 2.1.
IBM PC : Windows 3.1.
14.Any other programming or operating information or restrictions:
The program is approximately 3800 source steps(including comment lines).
The graphical programs are as follows:
FACOM M-780 : CALCOMP plotter or the compatible ones.
SUN4 : X-windows.
IBM PC : windows 3.1.
15.Name and establishment of author:
T. Dmshima
Japan Atomic Energy Research Institute,
Tokai Research Establishment,
Department of Fuel Cycle Safety Research,
Tokai-mura, Naka-gun, Ibanki-ken, 319-11
Japan
16.Material available:
Program source and data library.
- 5 2 -
JAERI-Data/Code 97-049
Appendix F Program Source ListC« MAI« PROGRAM •C MATERIAL DATA LIBRARY FOR 'CA&KETSS'
COMMON /MLBALC/ LHLB, IMA1, 1MA2. IMA3,IHA4, IMA5,1HA6,1MA7,IMAB1 / IHA9.1HA1O,IMAM,1HA12,IMA13,IMA14,IMA15.1MA162 - IHA17.IMA18COMMON /HLBMAX/ HMLB. MMAT, BCS. HSS, HPB, MUD, HPTEMP, MUDF1B1 / HTEHP, MEPSR, HEPSS, MREFF, HCOMftCDMMON / / HLB(5OOOO)
2)/2«2-l
CALL DTLJST(5,6>C MEMORY ALLOCATION
(.NATO > 5*fMCS+MS
IF ( HWLB.Lt.O t
/ 33H/ 23HI 23H
INSUFFICIENT WORKING AREANECESSARY ,18GIVEN IB )
IMA1IMA2IHA3IMA*
IHA6IMA7INA7I NABIKA9IHA1O
* IMA1 *5«NCS* IHA2 +5.HSS* 1MA3 O-HPB
* 1NA5 *12*MHAT
- IADJST <IHA7>* IMA7 +Hm.B*i
1NA121U121NA13IHAltIMA14
IXA16IHAltIBA17IHA16CALL
^ IHA1O+NWDF1B«HWO*Z• I«A11»«UOFIB'"WC2> IADJST 1IHAJ2>> 1HA12-»HHLB'HTEMP• 1««13«B«LB'MTEBP• 1ADJST (IHA1A)
• IMAlS<mLB«HTEIIP>HEPSR>i- IAOJST (l«»16)
> IHA17«NREFFa2KLBST ( KLBCIKAl),
CALLSTOPENO
HLBCIHA2).MLB(1HA6>*
MLBCIMA3)/HLB]
Appendix F (Continued)
BLOCK DATACHARACTERS AHAT1, ANAKE , UMARECHARACTER*! ATITLC. XXNAHE. YTNAHE. 1E«CF. ICTNAH, C«RDCHARACTER'! CDACHARACTER IRCIF2>«CHARACTER 1RCBF1>1COMHOH /C0BPL1/ ATITLE11B), XX»ABE(10), YYNA»E(10>
1 . XOATAI 50,20), YOATAC SO,20)COMMON /C0MPL2/ PXH1N, PXNAX, PYH1N, PYHAX, XL1, YL1, NPLOT
1 , NOATA. «0*rA«(JO), OSBAPHCOMMON /C0HPL3/ AMATK20), ANAHEC20), UHAME(3)COMMON /HLBALC/ LMLB, 1HA1,1HA2,INA3,1HA4'1HA5,1MA6,1MA7,IHA81 , IHA9,1MA1O,1NA11,IMA12,1HA13,1HA14,1HA15,INA1A2 , I*A17.IMAiaCOHHOft /HLSFMO/ 1FNC, IFNN, IFNP, XFNRCOMMON /MLBFT1/ KFIT, IESFIT, NC0£F<16), C0EF(6), C0EF0<6,14>1 . NXY, NXYD!5>, XYD(2,9O,S>, MIY, HXYDCOHKON /MLBFT2/ KEaCF(lt). IE«CF(6,14>COMMON /MLB10X/ JMAT, IBAT, ICS, ISS, 1PB, IUO, J«DF1B, JTEMP
1 , JEPSR, J«EFFCOMMON /NLBBAI/ NMLB, BBAT, MCS, MSS, MPB, HUD. HPTEHP, HUOFIB1 , HTEMP, MEPSR, MEPSS, MREFF, MCOBBCOMMON /HLBNUH/ NMLB, NMAT, DCS, NSS, HPB, NUD, «PROP(S>, DDFT1 , IWDF, NTHP, NEPSR, NEPS, MREFF, NCOMMCOMMON /MLBPL1/ IAXES(2), KMESH, KCVNAM, JCVNAMC20), 2CV«AMC5,2O)COMMON /MLBQR1/ K9RI10), IQRttlO), C««0(4MO), Jl»BD, JCORDCOMMON /HLBRF1/ KRFM1, CRFM2, CEXC, MRFM, NRFB, IRFH<10), KARG<i>
1 , NRFC<«>, IRFC<10,B>, RRFC(2,10,81, KSYSUCOMMON /HLBRF2/ HRFX, NRFX, ICND<B,20), RCNDC8*20)> NXCPSC20)
1 , XEPSfS0,20), X5IfiC50,20>, NRFXX, JRFXX<2,20)COMMON /MLBRF3/ ICNDP(6,20)/ RCNDP(B/20)COMMON /MLBTCS/ 1CPS, 1TERN, ISCAL, XfiO, YGOCOMMON /RDBUF1/ MBF, 1FNBFK3), 1FNBF2C100), ICHSBF<2,3)
1 , 1RCBF1CS0), IP0SR<3>COMNO* /RoailFl/ 1RCBF2U,3O,3)COHMDN /RDBUF3/ CDA(IO), IDAC10), RDA(SO)
/C0NPL1/ •
3 1B>4H ,Z0«4H ,:O*AH /
/C0MPL2/ •DATA NPLOT,«D»TA.»6BAPH /1 0, 0, 0 /
/MLBALC/ *bATA LMLB / 50000 /
/NLBFNO/ •DATA 1FNC,IFNN,IFKP,1FNR /
3 5, 13, 20, 10 //MLBFT1/ •DATA KFIT,1E«FIT,HCOEF /
1 0, 0, 2,4,&,!,!,4,4,3,4,0,3,4,5,2,3,0 /DATA COEF ' 6.0. /
DATA NXV,NXVD, XYD,MXY,MXYD /1 0, 5.0, 500.0.. S. SO /
/ML8FTJ/ .DATA NEQCF / 2,3,4,4,3,4,6,3,4,4,3,3,S,2,3,0 /DATA IEQCF / 4HN, K, 4H ) , 4a4H
- 5 3 -
JAERI-Data/Code 97-049
Appendix
MM*4HN,4HN/
4HN/4HM,
4HC/4HN/•VHMf4HH/4 MM/4HK/4HM>
F (Continued)
K, 4H,K/ 4H/
A/ 4H/
C-/ 4H E >SI/ 4H6-0/SI/ 4H6-C,
SI/ 4H6-0/S, 4HIG-C/
H/ 4H/K, 4
A,NrC/C,y
HOH,K/H/HH/
P#/,,,,B *K//H/y
} ,K /
tH/ SI
H SIGH./ K
»H C )LM SIG
IK)
AH EAH E
4H E4HG-1
4H-04HH )
4H-Y/
)/)/
>,
)/
2*4H2«4H
2*4H4HF/ E/ 4H
3*4h
2*41-3,*4H3**H
*HE > / 4H4»4H3*4^
cDE . 6a4H /
/HLB1DX/ aDATA JHAT.IHAT.ICS.ISS.IPB.IHD.JVDFIB.JTEHP.JCPSR. JREFF /1 0, 0. 0, 0, 0, 0, 0, 0, 0, 0 /
/HLBHAX/ a
1 0, 100, 30, 50, 30, 30, 20. 6. 20. 20. 500
Ca /HLBNUH/100. 100
0. 0. 0..HREFF.NCOnn
HESH /1 /1 2>0,
/HLB0B1/ •DATA Kftfl. 1QRD. C6RD. JI6R0. JtftRD /1 10*0. 10a0. AOaAK . 1. 1 /
'HLtRFl/ aDATA KRFHl.KRFH2.KEXC.HRFHrNRFM.lRFH. KARfi /
1 0. 0. 0. 10. O.lOaO. 3aO. 1 /
Ca
Ca
Ca
1/HL
1/HL
BRF2/
BTCS/
1/RDBUF1/
aao,a
20.
120,
1 /
0,
3,
0 /
1024, 0., 0.
DATA HBF/IFNBF1/IFNBF2/KH5BF/IP0SR /1 3/ 3*0/ 100*0/ 6*0/ 3«0 /
/R0BUF3/ >DATA COA / 10*' ' /DATA IOft / 10*0 /
/C0MPL2/DATADATAEND
XL1YL1
/ 200./ 160.
Appendix F (Continued)SUBROUTINE HLBST ( NAHCS, HAHSS. NANPB. NAMHD. MAHHAT. KATDIR
1 . MLB)
INTEGER NAMCS<5.1>. NAHSSC5.1). NAMPB(5.1). NANyD(S.l)IKTECER HAtWAT112,1), HATDIR(lO.l)INTEGER HLB(l)CONHON /NLBFNO/ 1FNC. 1FNH. 1FNP. IFNRCOHHON /MLBIDX/ JNAT. IHAT. ICS. 1SS. IPB. IUD, JUOFIB. JTEMP
1 . JEPSR. JREFFCOMtON /KLBALC/ LHLB. IHAl,II IA2.INA3,INAA.IHA;.IHA6.IHA7.InAB
1 . IHA9.IPJA10.IMAll , l lM12.INA13.I I IAlt . IHA15.I I IAU2 . IKA17.IMA18COinOK /ML§M«X/ HHLB. MMAT, MCS/ HSS. HPB. HUD, NPTEHP, NVDFIB
1 . XTEKP. MEPS», HEPSS, HREFf. MCOHHCOHHON /HLBNUH/ NHLB. NHAT. NCS, NSS, NPB, HUD, NPROP(S), NDFT
1 . NUDF, NTMP, »EPSB, HEPS. N»EFF, NCOHH
1 . NRFC(B), IRFC(IO.B). •RFC<2.10,B>, KSTSUComtON /RDBUF3/ CDAtlO). IDAdO), RDA(30)CHARACTERa* CDAINTEGER KHTYPU), IFHTK2.3)CHARACTE>a4 (END. CHATE
DATA KHTYP / 2000. 3000, 4000, 5000 /DATA IFHT1 I 101, 0, 104. 0. 201. 0 /DATA KEND . KHATE /
1 'END ', 'HAT • /
CALL RDSaF (0.1FNH, IFHT1 ,0, KSTAT. CDA. IDA. RDA. JPOSR)100 CONTINUE
IFHTK2.1) • 0CALL RDSSF (1,IF»H, IFHT1C1.1) ,1, KSTAT, COA(1>, IDA. RDA
1 . JPOSR)IF ( COACD.EQ.KEND
a.OR. COA(l).Ea.KHATE ) GOTO 140a ERROR a
W«;TEU,(>12O> CDA(l)6120 FORHATt 22H0 aaaa* ERROR aaaaa
1 / 34H INCORRECT HEADER LABEL ... '.A4.1H' )GOTO 100
140 IF < NHAT.GT.O >aNANHAT(2,NP)AT) - JPOSR-NAHNAT(1.NHAT)-1
IF < CDA(l) .EQ.KEND ) GOTO 400NHAT - NHAT+1IHAT > NHAT
IFHT1C2.2) • 0IFHTK2.3) - 0CALL RDSflF <1.1FNH. IFHTK1.2) .2. KSTAT, CDA(l). 1OA(1). RDA1 , JPDSB)
DO 160 I- 1.4IF <IDA(1).GE.KHTTP(I) } 60T0 1601NTYP • IGOTO 200
160 CONTINUE• ERROR a
UR1TE(6.610O> IDAC1)
54 -
1 / 35H60TO 100
JAERI-Data/Code 97-049
Appendix F (Continued)
HISSING MATERIAL NUMBER .-.-IB )
T>NAHMATtA,NMAT>NAHMAT(7,NMAT)NANMAT(8,NMATNANMAT<9,NHATNAMHATUO'NMA'NAMMAT<11,NHAKAMMAT(12,HMA1WD * 0GOTO ( 210/220,230,240 )DCS - *C5*1
ISBST(CDA<1>>ISBST(CDA(2))ISBST(C0AC3)>ISB$T<CDA<4>>ISBSTUDAU))
NKX - NCS
215
220
225
210
235
210
2*5
«AHCS<I,«CS> -CONTINUEGOTO 300NSSNXX •00 225 1- 1,1NA»1SS(1,NSS) >CONTINUE60TO 300NPB *NXX -DO 235 !• I-'NAHPB(I,NPB) -CONTINUESOTO 300HUDNXXsueDO 245 1- 1,4NAHUD<1,NWD) *CONTINUE
1S8ST(CDACI>>
USS*1NSS
jsesrccDAUi)
NPB»1NPB
I5BST(CDA<I)>
NWO+1NUD
ISBST(COAU))
JMATNMLB
NHATNHAT
JMATELSE
END1FNARHATC3^IIHAT} - JHATNAMflAT<4,NHAT> - IHTTP«10O00+NXXCALL HLBPT (NAMHAT(1/1>, MLB(1HA6)/ MLBC1MA7), HLB(I
1 / NLBCIKA9), HL6CIHA10)/ MLSUKAll), HLBi
MLB<IMA17), ML.BUHA18)
GOTO 100' KftFMl - 1KRFH2 - NKLBCALL RDSQFRETURNEND
IFHT1 .0, KSTAT. CDA, IDA. DDA, JPOSR)
23
INTEGERINTEGERINTEGERIN
REALREALREALCOMMON
Appendix F (Continued)
HLBPT (NAMHAT^ MATDIft, PROP!, PRDP2, IDFTYP, WFHtl< IUDF1B, DTENP, 1TEHP, DEPSR, IEPSR, EPSS, IREFF, ICOHM
NAMHAT(12,1), HATDIRC1O#1), IDFTYP(2WDFIBR(2,NWOFIB,1)1WOFIB(2,HWDFIB,1>, ITEMP(HTEHP,1)IEPSR(2,HEP5R,HTENP,1)
PROP1(4,1), Pf)0P2<HPTHP2,4,l>D T E N J P ( M T E M P , 1 ) , DEPSRtHEPSR,HTEPSS<HEPSS,1)
, HUDF, NTMP, NEP5R> NEPS^ HREFF, NCOMHCOMMON /MLBIDX/ JMAT, IHAT, 1CS, 15S/ IPB, IWD, JUDFIB,
r JEPSR, JREFFIf HZ, ]FNM, 1FHP, IFHKCDA(IO), IDAHO), R0A(50)
COMMON /MLBFNO/COMMON /RDBUF3/
CHARACTER** KSSR, KSSR2/ KP.EF, KCOH, KDFTO, KWDFO, KBLNKCHARACTER** KDFTYPCi)JNTESfR If«TU2.15). IFHTJ(2,10J, IF«T3<2,4). If"TT«<2
DATA
DATADATA
DATADATADATADATA
12DATA
1DATA
DATA
KSSB
KREFKCOM
KDFTOKWDFOKBLNKIFBT1
IFNT2
IFNT3
BIEPSS
/ 'SSI>
/ 'REF/ 'CON
, ,/ i
/ •
/ 101,, 201,, 301,/ 101,, 201,/ 101,
/ 0 /
••
o.0,0,0,0,0,
101,201,301,101,301,201,
0,0,0,0,D,0,
201,301,-2,
101,301,102,
0, 201,0, 301,0 /0. 101,0, -2,0, -1,
0.0,
0,00
201,301,
201,f1
0, 201,0, 301,
0. 301,
00
0
DO 10 I- 4,1210 IFMT1(2,IJ - 0
CALL RDSflF (1/IFNN, IFMT1(1,4)1 , JPOSRJDO 20 I> 1,5NPR0PU)> I D A ( I )
20 CONTINUE
•9, KSTAT, CDA, IDAC1), RDA(1>
If ( JBAT .GT.0 >HATD!RC2,JMAT> -
DO 40 I* 1,4
PR0P1(1,JMAT>40 CONTINUE
THEN
ATW1OO00
- 5 5 -
JAERI-Data/Code 97-049
Appandix F (Cont inued)
DO BO I - 1 .4IF < KPROPU) .GT.O ) THENN1TH - NPROP<I)*NPROPCI)CALL RDSfiF d . I F N H . l F H T l d . 1 3 ) . N I T H . KSTAT, CDA, IDA, RDAd)
1 , JPDSR)IF < JHAT.GT.O ) THENDO t o J - 1,N1THPR0P2CJ.I ,JHAT) • RDAU)
60 CONTINUEEUDIF
ENDIFBO CONTINUE
CALL RD5SF (3 .1FNH. I F H T 3 d . l > , 1 . KSTAT, C D A d ) . IDA* RDA1 . JPOSR)
IF ( CDA(l)-EQ.KREF ) THENCALL ROS«F d . l F H H , l F H T 3 d , l > , 2 . KSTAT, C D A d ) , I D A d ) , «DA
1 , JPOSR)IF < I D A U ) . G T . O > THENJREFF « KREFF+1NREFF > *«EFF,1D«U)NAHHAK11/ IMAT) • JREFF
CALL RDSflF (l^IFNH, IFHT3<1,3> ,IDA<1)/ K5TAT/ 1REFF(1#JREFF)1 * 10Ar ROA' JPOSR)
ENDIFCALL ROSflF (3'IFNH* IFMT3<lrl) ,\, KSTAT* C0A<l)r IDA/ RDA1 / JPOSR)
ENDIF
IF ( CDA(1>.EQ.KCOH } THENNCOHH > NCOMFU1CALL RDStF ( l . I F N H , l f « H l l , l ) , 1 , KSTAT. CDA(1>/ IDA, RDA
1 , JPOSR)/ CALL ADSBF C l , I F N H r 1FKT«(1 ,Z ) , 5 , KSTATt 1COMH<1,NCOHH), IDA
CALL RDSSF ( 1 , I F » B , ] F X T » ( 1 , 2 ) , ] , KSTAT. ICOMHd.NCOmi) , IDA1 - ADA. JPOSR)
IF ( JHAT.GT.O )•MATD1RC10/JHAT) - NCOHH
ENDIF
IF I NPR0PC3).6T.0 ) THENNSSR • NPK0P<3>ICO F TO • CBLNKKUDFO - KBLNKJUDFIB- 0JTE«P - 1JDFT • 1JEPSS « 1]F ( JHAT.GT.O ) THENIDFTYP(1,1,JHAT> - 01DFTYP(2,J'JHAT) - 0IDFTYP<1,Z/JNAT) • 0IDFTYP<2,2*JHAT) « 0
ENDIF
DO 300 1 . l.NSSR100 CONTINUE
1FHT2(2,1) • 0
Appendix F (Continued)
CALL RDSttF ( l . I F M H / I F M T 2 U * ! ) , \ , KS1AT. C D A t D ' IDA/ RDA1 / JPOSR)
IF ( COAtD.NE.KSSR•.AND.CDA(l ) -NE.KSSR2) GOTO 100
IFMT2C2.O - 0IFHT2(2,5> • 0IFHT2(2 ,6> • 0IFNT2(2 .7> • 0CALL RDSOF ( l , I F N t l , 1FHT2C1/2) , 4 . KSTAT. C D A I 2 ) . 1DAC1), HDAI1)
1 . JPOSR)
IF ( JHAT.GT.O ) THENIF ( H«TB1»(3.JH«T).E«.4 ) THENIF < CDAC3KNE.KUDFO ) THE*JW0FI6- JUDFIBtlKUDFO • C D A OWDFlBRd. JWDFIB^IWD) - 1S8ST (CDA<3))1WDF1BC1.JUDFIB.IWD) « JTERP
ENDIF
JTEHP • JtlDFIBENDIF
IF ( CDA<2).NE.K0FTO ) THENDO 120 J- 1''IF < CDA(2).EB.KDFTYP(J) } THENJDFT • JGOTO 140
ENDIF120 CONTINUE
140 HATDIRI9.JHAT) • JOFTIF ( KDFTO.NE.KBLNK )
*HATDIR(9.JMAT) • 3KDFTO - CDA(Z)IF < JDFT .E«.4 )
•JOFT - 1IDFTYPd.JOFT.JHAT). JTEHP
ENDIFI I>FTYP(2,J0FT,JHAT>- JTEHP-IDFTYPC1,JDfT,JHAT>»1DTEHPUTEHP.JHAT) - RDA(l)1TEHP<JTEHP.JHAT) . IOA(1)
EKDIF
IF ( CDA(l).Efl.KSSR ) THENIF < JNAT.OT.O )
• lEPSRd.MEPSR. JTEHP.JHAT)* 1ELSE
CALL RDSQF d.IFNH. IFHT2C1.S) .1. KSTAT. CDA. NEPSX. RDA1 . JPOSR)IF ( NEPSX.GT.O ) THERCALL RDSQF d.IFNH. !FHT2d.9) .NEPSX. KSTAT. CDA, IDA. RDAd)
1 , JPOSR)IF C JHfcT.GT.O ) THENlEPSRd.HEPSS,JTEHP,JHAT). 2IEPSRC2.HEPSR,JTEHP.JHAT)' JEPSSDO 180 J-l.NEPSXEP5S<JEPSS.JMAT) » RDA{J)JEPSS - JEPSS41
1B0 CONTINUE
- 5 6 -
JAERI-Data/Code 97-049
Appendix F IContinued]
EHDIFEND IF
EN01F
IF ( NEPSR.GT,0 } THENC
DO 240 J* 1#NEPSRCALL RDS«F l l . I F N H . IFMT2C1,6> . 2 , KSTAT. C0». IDA(1> , «DA<1)
1 . JP05»)EPSR - RDA<1>NEPS • 1DAU1NEPSS - 1DA(11+IDA(1>IF ( CDA(l).EQ.KSSR2 )
•NEPS5 - IDAC1)IF < NEPSS.GT.O > THEN
CALL RDSflF ( l . I F N H , IFMT2<1.8> .NEPSS. KSTAT. CDA. IDA* RDA(l)I . JPCSR)
IF ( JMAT.GT.O ) THENDEPSRU.JTEHP.JMATi - EPSR1EPSR(1.J,JTE«.P.JMAT> - JEPSSIEPSRC2.J.JTENP.JMAT) - NEPSDO 220 K- l'NEPSSEPSSUEPSS, JMAT) * ROA(K)JEPSS - JEPSS+1
220 CONTINUEENDIF
ENDIF240 CONTINUE
ENOIFC
CALL RDSgF (3.1FNH. IFMT4I1.1) .1. KSTAT, COA(l). IDA. RDA1 , JPO5R)IF < CDA<1).EQ.KCOH ) THENNCOMH • NCOMM-flCALL ROSSF (l.IFNK, IFKT4<1,1> ,\, KSTAT, CDAU>, IDA. RDA
1 , JPOSR)C CALL BDSOF U/1FNN, IFKT4(l/2> -5, KSTAT/ ICOnhd-MCOBh), IDA
1 . DDA, JPOSB)IF ( JHAT.6T.0 )
•ITEHPIJTEHP.JHAT) • 10OO>«C0K«»ITE(IP(JTEKP.JKAT)E«OIf
JTEMP • JTEMP+1300 CONTINUE
IF ( JEPSS.GT.HEPSS ) THENU«ITE<1.6310> JEPSS. KEPSS
6320 FORHATf '0 ••«»* ERROR >***• '1 / * INSUFFICIENT WORKING AREA FOR STRESS-STRAIN DATA'2 / * NECESSARY '/I83 / ' GIVEN ''IB >STOP 'SUIT*
EUDIFENDIF
RETURNEND
Appendix F (Continued)
SUBROUTINE RDSQF (ICFN.IFN, IFHT .NITH/
INTEGER IFBT(2,1>INTEGER CDAU)INTEGER 1DA(1>REAL RDA(1>COMBO* /BOBUFl/ HBF. IFNBFK3). IFN6F2<1001> ICHSBF<2,3)
1 . IRCBF1O0). 1POSR<3>CHARACTER IRCfiFlalCOMMON /R0BUF2/ IRCBF2C4/30,3)CHARACTER 1RCBF2«4CHARACTER«16 IRCD1/ 1RCD2/ KRCDINTEGER J0AI3)CHARACTER>1 KASTREQUIVALENCE ( JDA(I), JCDA ) , < JDA12), JIDA ) . ( J 0 M 3 ) , JRDA )
CDATA KASTR / <•• /DATA HCKS / 30 /DATA HCHBF / 16 /DATA KRCD / • ' /
CJDACD* 0JDAC2)' 0J0AC3)- 0
C* CHECK INPUT PARAMETERS «KSTAT - -1IF c KFN.LT.-l
•.OR. KFN.GT.4 } GOTO BOOIF C IFN.LE.O
•-OR. IFN.GT.99 ) GOTO 800IBF • IFNBF21IFN1IF < IBF.LE.O
•.AND.KFN.NE.O ) GOTO 800KSTAT - 0
C» GET RECORD POSITION *IF < KFN.NE.-l ) 60T0 10JPOSR • IPOSR(IBF)GOTO <00
C. OPEN/REWIND FILE «10 IF f KFN.VE.O > GOTO 60
IF ( 1BF.NE.0 ) GOTO 40DO 20 I- l.BBFl> C IFUBFKI) .NE.O ) GOTO 20I»F • IIFNBFKIBF) • 1FNIFNBF2UFN) • 1BFGOTO 40
20 CONTINUEKSTAT • -4GOTO 900
C40 lCHSBF(l.IBF) . 0
1CHSBFC2.IBF) . 0REK1ND IFNlPOSR(IBF) . 0JPOSR . 0GOTO 900
C< CLOSE FILE •60 IF C KFW.WE.4 ) S070 70
- 57 -
JAERI-Data/Code 97-049
Appendix F (Continued!
JPOSR - IPOSRCIBF)1FNBFK1BF) • 0IFNBF2C1FN) • 06010 900
t» SKIP/BACK RECORDS •70 IF ( KFN.N£.2 > GOTO BO
HRC - HITMIF < NBC.Et.O ) COTO 900JPOSR • JPOSR»NRC:POSR<IBF) > JPOSRIF ( NRC.GT.O ) THENDO 72 I" l'NRCREADCIFN*5140,END-7O
72 CONTINUEGOTO 900
74 KSTAT • -2ELSE
HRC • -NRCDO 76 1' l.NRCBACK SPACE IFH
76 CONTINUEENDIF
COTO 900C< READ HEAOER >
80 IF ( KFH.NE.3 ) COTO 100«CMS • 0JCHS . 0GOTO 110
C« READ FILE >
100 IF ( tFN.NE.l > GOTO 800110 IF ( NITM.LT.l ) 60T0 900
• CHS - 1CHSBM1.1BF)JCHS * 1CHSBF<2*1BF)JFNT - 0
C
DO 300 I- 1,NITHIF ( JCHS.LT.NCHS ) GOTO 200
120 CONTINUEREAD(IFN'5140*END-160) IRCBF1
5140 FORMAT( 80A1 )IPOSRCIBf) - IPOSR<IBF}«160T0 180
160 KSTAT . -2GOTO 900
C1B0 IF t 1RCBFK1) .E&.KASTR JGOTO 120
JCHS • 0aCHS • 0CALL RDCHS (IRCBFK1), 1RCBFJ Cl, 1, IBF >. NCHS-HCHS)IF ( IICHS.LT.1 > COTO 120
JFNT * JFMT+1KSTAT - KSTATtl
IF ( KFHT.GT.O ) GOTO 220IF ( KFHT.EQ.O ) 60TD 320
Appendix F (Continued)
COTO 210
C220 KFKT - KFKT/100
KWDS - 1FHT(1/JFHT)-KFNT«100JDA(KFHT) - JC»lKf»T).lIFHT(2/JFHT)- JDA(KFflT)
CJ2 - 0DO 230 J* 1,4J1 • J2«lJ2 - J2-U1RCD1(J1:J2) • IRCBF2<J.JCHS,IBF>
230 CONTINUE
IF ( KFHT.CT.l ) GOTO 2602(0 DO 2*S J- l,«yO5
READ(lRCBF2(J/JCHS/IBF>rMA4>') CDA< JCDA)JCDA • JCDA'l
245 CONTINUEJCOA . JCDA-1IF < awDS.ca.20 >
•JCHS * JCHS+4IF C KFN.EC.3 >
•JCHS « 0GOTO 300
C260 Jl •> HCNBF
DO 265 J- 1,HCHBFIF C 1ACDKJ1: Jl) .NE. ' ' >GOTO 270Jl - Jl-1
265 CONTINUE1DACJIDAI • 0GOTO 300
270 J2 • HCHBF-J141IRCD2 . KBCOIRCD2tJ2:ncHBF) * 1RCDK1:J1)
C INTEGER •IF { KFHT.HE.2 ) 6 0T0 2S0READ!IRCD2,'CI16>'> 1DAUIDA1GOTO 300
C* REAL •280 IF < KFHT.E0.3 )
•READ<IRCD2. '<E16.0>'> DDACJRDA)300 CONTINUE
C320 KHSBF(1 , IBF> > NCH5
ICHSBF<2.IBF) - JCHSJPOSB . IPOSRCIBF)GOTO 900
Ca ERROR »SOO URITE(6,6820> PCFH, IFN
6020 FORHATt 36HD • * > * • ERROR SUB. RD!1 / 22H INPUT PARAMETERS2 / 17H KFN ...,IB3 ' 17H IFN IB )
900 CONTINUERETURNEND
- 58 -
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE RDCHS (1CKR, I CHS* NCHS,MCHS)
CHARACTERCHARACTERCHARACTERCHARACTERLOGICALDIMENSION
EQUIVALENCE ( KCHR<3)
ICHR<1>*1ICHS<4,l>-4CBLNK.4ICHBF(16>1STRG, IBLNKCHRC4)
KCOHA •>> (KCHRU), KBLNK )
KCHRMCHRKCHBF
60T0 200GOTO 110
DATADATADATA
MCHSJCHRJCHR1
100 CONTINUEJSTR1 - 0JSTR2 * 0IQUOT - 0ISTRG - .FALSE.IBLNK - .FALSE.00 300 I> JCHfil'ffCHRIF ( lflOQT.NE.0 )IF C ICHR(I).ME.KCOHAIF ( ISTftG .AND. JSTR2.E0.0 )
•JSTR2 - 1-1JCHR - ]ISTRG • ..TRUE.GOTO 400
110 IF C ICHR(I).NE.KBLNK ) GOTO 130IF < .NOT.ISTRG .OR. IBLNK ) GOTO 300IBLNK - .TRUE.JSTR2 - 1-1JCHR • 1GOTO 300
130 IF < ISTRG ) GOTO 170ISTRG - .TRUE.DO 150 J- 1,2IF ( ICHR(I) .ME.KCHRU) ) GOTO ISOIQUOT • JJQUOT * IJSTR1 - 1*1GOTO 300
ISO CONTINUEJSTR1 • I
170 IF ( .NOT.IBLNK ) GOTO 300JCHS - 1-1GOTO 400
200 DO 220 J* 1,2IF ( ICHRCI).NE.KCHRCJ) > GOTO 220If I IfiUOT.WE.J ) 60T0 300ICHRCI) * KBLNK
220500400
410
420
430
JftUOT « 0IttUOT • 0
Appendix F
JST«2 - 1-1GOTO 300CONTINUECONTINUEIF ( .M0T.ISTR6IF ( NCHS.GE.HCHIF < JSTRl.Nt.ONCHBf * JSTR2-JS1
•KtHSX - HCHS-NCH
)
Rl
T.MCHS >
J2 - J8TR1-1IF < NCHBF.GE.16 >
•NCHSX - 5DO 430 1- l'NCHSXNCHS • NCHS+3Jl - J2+1J2 - J2+MCHBFIF < J2.GT.JSTR2 >
•J2 - JSTR2IF ( J1.LE.J2 )K - 1DO 410 J* J1-J2ICHBF(K>- KHR(J)K • (C*lCONTINUEIF ( K.LE.HCH8F >DO 420 J" K'MCHBF
CONTINUE
DO 430 J-1/-MCHBFICH6F<J)- KBLNKCONTINUE
(Continued
GDTO 900GOTO 900THEN
THEN
ELSE
K3 • 0
K3 * K3+1KRITE(I CHS<K3,NCMS)**Kl - K2>1K2 - K2»4
440 CONTINUE45D CONTINUE
NCHS - MCHS+1DO 470 I« 1,4ICHSUsNCHS) • CBLNK
470 CONTINUE
IF { JCKfi.GE.MCHR )JCHR1 - JCHR+160T0 100
900 RETURNEND
ENDIFGOTO 900
- 5 9 -
JAERI-Data/Code 97-049
Appendix F (Continued)
FUNCTION IS8ST (CHAR)
CHARACTER CHAR**CHARACTER CHARX»*
RETURNEDO
SUBROUTINE MLBEX (HLB>C
INTEGER WLB(l)COMMON /NLBRF1/ KRFM1* KRFM2* KEXC' MRFM* HRFM/ 1RFMC10), KARGC
1 , NRFCCB)' I R F C d C B ) , RRFC (2-10,81/ KST5UCOMMON /HL8ALC/ LNLB, IMA1,IMA2,1MA3. IMA4/ INA5, IMA6.1MA7, IHA8
1 , 1IIA»,1MA1O,1MAU/IHA12/IHA13,IMA1*,1MA13.1MA162 . 1HA17/IHA1BCOMMON /MLBFNO/ IFNC. 1FNM, IFNP, IFNRCOMMON /RPBUF3/ CDA<10>< IDA(IO), R0A(5O>CHARACTERS CDA
CC
CALL EKCOH CK
IF ( KEXC.LE.O ) GOTO 200K < KEKt.EO.l 1 THEN
1 /HLB(IMAiri)ELSE
CC
CALL EXDAT (MLB(1«A5>- MLB >CC
CALL EXUNICC
CALL EXOUT <KLST,KPLT<KFIT#MLBUHA17>)END IF
CC
GOTO 100
200 CALL PLOT IO./O.,999>
RETURNEND
F (Continued)
SUBROUTINE EXCOM CNANMAT^ KLST, KPLT, KF1TT)C
INTEGER NAHKAT(12,1)COHMON /NL8NUK/ NHLB/ HNAT, MCS, MSSs UPS, NWD^ HPR0PC5), NDFT1 , NWDF/ HTHPx NEPSR/ NEPSs NKEFF^ NCOMMCOMMON /HLBRF1/ KIIFM1' KRFM2/ KEXCr HRFH' NftFM/ IRFN<10), KARG<4)
1 . NRFC(8>/ 1 R F C ( 1 O , 0 ) S NRFC(2*lO^B)' KSYSUCDMMON /MLBPL1/ IAXESC2), KNESH, KCVHAN^ JCVHAMC20), ICVNAMC5,20)CHARACTER.* ICVNAMCOMMON /HLBFT1/ KFJT/ IEflFlT, NC0Ef(16), C0EFC6)' C0EF0C6/16)
1 • NXY« HXY0C5), KYD(2,50,5), HXYr MKYDCOMMON /C0HPL1/ A T I T L £ ( 1 « ) / XXNANEC10)/ YYNAMECIO)
1 * XOATAC 50-20)r YOATAt SO.20)INTEGER ATITtE/ KXNAME, YVNAMECOMMON /C0MPL2/ PXHIN' PXMAX^ PYKIN' PYHAKr XL1' TL1« NPLOT1 , MDATA- NDATAKt20), N6RAPHCOKHON /RDBUF3/ CDAU0>, I0AU0>, RDAtSD)CHARACTER** CDACHARACTERS? CTITLE, CBLNKDATA CBLNK / •1 ' /DATA KEXC1, KEXC2 / 2*0 /DATA KECMO / 1 /
CKLST > 0KPLT > 0KFITT - 0IF < KEXC.GT.l ) GOTO 100IF i KEXC.EQ.l > GOTO ISO
70 CONTINUEWRITE(£,6080>
4080 FORMAT( ' ENTRY? (0:1:2:3)'1 / ' Oi EXIT •2 / ' l; QUERY3 / ' 2; GRAPHICS '4 / • S; INPUT E C H OREAD<5,») KEXCIf ( KECHO.NE.O ) WRITE(6^6125) KEXCIF { KEXC.LE.O } GOTO 900IF ( KEXC.EQ.l ) 60T0 150IF ( KEXC.EQ.2 ) 60T0 230IF ( KEXC.ES.3 } THEN*R1TE(6,6O9O>
6090 FORMATE ' INPUT ECHO? (0:1)'1 / ' 0; OFF '2 / ' l; ON * JREAOCS^aJ KEXC1IF < KECHO.NE.O ) VRIT£<6*6125) KEXC1KECHD - KEXC1
ENDIFGOTO 70
C100 CONTINUE
URIT£(6,61?0>6120 FQRMATt • EXIT/BESET? tO"-l:?: 3: *: 5:«) »
1 / ' 0; EXIT '2 / ' l; SUERY '3 / ' 2; TITLE,... '<• / ' 3; MATERIALS,... '5 / ' 4; PARAMETERS,... '
- 6 0 -
JAERI-Data/Code 97-049
Appendix F (Continued)
S; SYSTEM OF UNITS'6; OUTPUT '
IF ( KECHO.NE.O ) yRITE(6,6125) KEKC6123 FORHATC • »',I3 )
IF < KEXC.LE.O ) fiOTO 900IF ( KEXC.GT.6 > GOTO 100IF ( KEXC.GT.l ) 60T0 240
150 CALL EXCOMQ ( KEXC1,KECHO>IF { KEXC1.LE.0 ) 60TO 70GOTO 900
?00 KEXCKEXC1KEXCZ
KEXC+KEXC1+KEXC2
GOTO 900
GOTO 280
CAT1UECX),J-l/18)
220 KEXC > KEXC-M240 IF ( KEXC.ME.2 i250 CTITLE- CBLNK
WRITE<6,6260)6260 F0RMAT( 15H TITLE? <•„..•) >
READC5,«,EN0*9O0) CTITL£IF ( KECHO.NE.O ) WRITE(6,6265) CTITLE
6265 FORMAT( ' >> ',A50 )READ<CTITLE,'(18A4)'>GOTO 220
C280 IF < KEXC.NE.3 ) GOTO 400300 WR1TE(6'632O)
6320 F0BMA7{ • MATERIALS? (PROP,«MAT,»AT»O >'1 / ' PROPERTY '2 / ' 0; RETURN '3 / ' l; COEFFICIENT OF THERMAL EXPANSION4 / • 2; MODULUS OF LONGITUDINAL ELASTICIT5 / ' 3; MODULUS OF TRANSVERSE ELASTICITY6 / ' 4/ POISSOWS RATIO7 / ' S; STRESS-STRAIN8 / • 6; STRESS-STRAIN RATE '9 / ' NHAT ; NUMBER OF MATERIALS
MATNO; MATERIAL NUMBER ' >KEXC1, HHATS, ( IDA< I) , I-IJ-HHATS)READ(5,
IF ( KE6325 FORMAT< • >>',2I3
IF ( KEXC1.NE.-9 )KECHO > IDAC1)GOTO 300
330 IF ( XEXC1.LE.0 )IF ( KEXC1.GT.6 )IF ( NNATS.GT.NMATKARG<1> - 7KARG(2) • KEXC1KARG(3> > KEXC1IF C KEXC1.EQ.S )KAR6C1) - 9KARGC2) - 10
IF ( KEXC1.EQ.6 )KARG(l) - 8KARG(Z) - 10
: ( 10K,10I5 }QOTO 330
GOTO 200GOTO 300GOTO 300
F (Continued)
GOTO 4S0KARG(3>.NE.6 > GO TO 100
ENDIFNRFM - 0DO 360 I- 1'NMATSDO 340 J- 1,NHATIF ( 1DACI)-NE,NAWMAT(9,J) ) GOTO 340IF ( NRFH.6E.MRFH ) GOTO 380NRFM - NRFH+1IRFH(NRFM) - ItfACl)GOTO 360
340 CONTINUE360 CONTINUE380 KEXC * KEXC+1
IF ( KARG(3).NE.5 .AND. KARG<3>-NE.6 ) GO TO 220GOTO 420
400 IF ( KEXC.NE.4 )IF < KARG(3).NE.5 .AND.
C* PROPERTY *420 CALL EXCDM1 ( KEXC1, KEXC2/KECH0)
IF ( KEXCl.LE.O .OR. KEXC2.LE.0 ) 60 TO 200450 IF f KEXC.NE.5 ) GOTO 500460 WRITE(6,6470)
6470 FORMAT< ' SYSTEM OF UNITS? (1:2) '1 f ' II SI
i / * 2; HKS * )REA0(5,«) KEXC1IF ( KECHO.NE.O J WR1TE(6'612S) KEXC1IF ( KENCl.LT.O ) GOTO 200IF ( KEXC1.NE.1 .AND. KEXC1.NE.2 ) GO TO 460KSVSU - KEXC1KEXC * KEXC+1
500 IF ( KEXC.LT.6 ) GOTO 100520 WRITE(6,6540)
6540 FORMAT( * OUTPUT? (0=001:010:100) •1 / ' 0; RETURN '2 / ' OOi; LISTING3 / * OlO; PLOTTING '4 / ' 100," FITTING ' )READ(5#«) KEXC1IF < KECHO.NE.O ) WRITE(6,6125) KEXC1IF < KEXCl.Ea.O .OR. KEXC1.1T.-5 ) 60 TO 100IF ( KEXC1.NE. 1 .AND. KEXC1.NE.1 .AND. KEXC1.NE.11
1.AND.KEXC1.NE.100 .AND. KEXC1.NE.101 .AND. KEXC1.NE.1102.AND.KEXC1.NE.111 > GOTO 520KLST - 0IF ( KEXC1-KEXC1/1O*1O.NE.O ) KLST - 1KEXC1 > KEXC1-KLSTKPLT - KEXCl-KEXCl/100-100KFITT «(KEXCl-KPLT>/100
IF ( KPLT.NE.O ) CALL EXC0H2 ( KEXC1, KECHO >IF ( KFITT.NE.O ) THEN
KFITT - KFITENOIF
900 CONTINUERETURNEND
- 61 -
JAERI-Data/Code 97-049
Appendix F IContinued)
SUBROUTINE EKC0M.9. ( KEXC1.KECH0)COMMON /MLB&R1/ KBR(IO), lARO(lO) , CQRD(4CKARACTEII'4 CORD
CHARACTER*! M I H I ( W ) . »LNK2DATA BLNK1 / ' ' /DATA BLHKI / ' ' /
120 CONTINUEHRITE(6,6140)
6110 FORHAT( ' 6UERV? <0:1:2:]:;:5:6:7:B:9) •
1 / • 01 RETURN! I ' D MATERIAL NAME LIST3 / ' 21 CARBON STEEL NAME LIST '4 / ' j; STAINLESS STEEL NAHE LIST1
5 / • *; LEAD NAHE LIST •6 I ' 5; HOOD NAKE LIST7 / • 6; REFERENCE LIST •I I ' T. HATERIAL DATA9 / • 8; HATERIAL NO. BY NAME 'a / • 9; HATERIAL MO. BY REFERENCEREAD(5,«> KEXC1IF ( KECHO.NE.O } WRITE(6,6145) KEXC1
6145 FORMAT( ' > > ' , 1 3 }IF ( KEXC1.LE.0 > GOTO 900IF < KEKC1.GT.9 ) GOTO 120KORO) • KEIC1IF < KEXC1.E8.7 ) THEN»IIITE(«.£22O)
6220 FORHATC ' MATERIAL DATA? (HAT-NO.) ' }REAOIS.O KEIC2IF ( KECHO.NE.O ) WRITE(6,6225) KEXC2
6225 FORHAT( ' »'/I5 )KQRCZ) - J1QRDIflftD(JIQRD)- KEXC2J16R& - J1BRD+1IF ( JI9RD.GT.10 ) JIQRD - 1
ELSEIF ( KEICl.GE.t > THENIF ( KEXC1.EQ.& ) WR1TE(6*624O)
6240 FORHAT( 2BH HATERIAL NO.? CHAT-NAHE') >IF ( KEXC1.E0.9 ) UR1TE(6»6242>
6242 FORHAT( 29H HATERIAL NO.? ('REFERENCE') )HHIVfll - BLNK1«E«D<5,.) MNAH1IF ( KECHO.NE.O ) WRITE (6^ 6245) HNAH1
6245 FORHAT( ' >> *»A17 )READ(MNAH1'*(17A1)') <HNAH2(1),I«l/17)
READ (HNAH1,'(4A4>'> <C«B[)< I ,JCORD), 1-1 ,KQR(2) • JCQRDJCORD - JC&RD+1IF ( JCSRD.CT.30 ) JCflRD - 1
EN01FENDIF
900 RETURNEND
Appendix F IContinued)
SUBROUTINE EXC0N1 ( KEKC1/ KEXC2*KECHQ)
COMMON /HLBRF1/ KRFH1. KRFH2, KEXC' HRFH. NBFH, IRFM(IO), KARC(4>1 , NRFC(B)# IRFCdO/B), RRFC (2,10,6) * KSVSUCOHHON /R0BUF3/ CDA(IO). IDA(IO), RDA(50>CHADACTER*4 CDA
DO 100 I> 1,8NRFC(I) > 0
100 CONTINUEC
120 KEXC2 • 0•RITE(6,6140>
6140 FO»HAT( ' PARAMETERS? (0:1:2:3:4:5)'1 / ' 0; RETURN2 / • l; DEFORMATION TYPE •5 / ' 2; FIBRE DIRECTION OF WOOD '4 / ' 3; TEMPERATURE '5 / • 4; STRAIN RATE '6 / ' 5; STRAIN ' )READ(S,*> KEXC1IF < KECHO.NE.O > URITE(6.6145> KEXC1
6145 FORMAT( ' »',13 )IF ( KEXC1.LE.0 > GOTO 9D0IF ( KEXC1.GT.5 } SOTD 120IF ( KEKd.NE.l > GOTO 30D
C200 KRITE(6.6220>
6220 FORMAT( ' DEFORMATION TYPE? (0:1:2:3) '1 / ' 0; RETURN •2 / • l; COMPRESSION3 I • 11 TEHSION •4 / ' 3; COMPRESSION t TENSION ' )READ(S,<> KEXC?IF ( KECHO.NE.O ) URITE(6,6145) KEXCJIF < KEXC2.LT.0 > GOTO 900IF ( KEXC2.EQ.0 ) GOTO 120IF ( KEKC2.GT.3 ) GOTO 200
1RFC(1,«EXC1) • K.EXC2IF ( KEXC2.LE.2 ) GOTO 1201RFC(1,KEXC1) - 1IRFC(2,l;EXCl) • 2GOTO 120
C
300 IF ( KEXC1.NE.2 > GOTO 400320 WRITE(6,6340)
6340 FORMAT( ' FIBRE DIRECTION OF MOOD? (0:1:2:3:4:5:6)1 / • 0; RETURN '2 / ' l; 0 DEG '3 / • 2; 30 DEG '4 / ' 3; 45 DEG •5 / ' 4; 60 DEG '6 / ' 5; 90 DEG '7 / • t; NORMAL • )READ(5,>) KEXC2
- 62 -
JAERI-Data/Code 97-049
Appendix F (Continued)
IF ( KECHO.NE.O ) WRITE(6,6145) KEXC2IF ( KEKC2.LT.0 ) GOTO 900IF < KEXC2.ES.0 ) GOTO 120IF ( KEXC2.GT.6 > GOTO 320NltFC(KEXCl) - NRFC(KEXC1>»1J • NRFC(KEXCl)IRFCO.KEXCl) > ISBST(KF1BR(KEXC2)>GOTO 120
C400 IF ( KEXC1.NE.3 ) 60T0 500420 VRITE(6/6440>
6440 FO«KAT( ' TEMPERATURE? OtlN/KAX) • >READ(5#«) RHIN, RMAX
64*5 FOR(IAT( • »',2F10.S )IF ( RNIN.GT.-9999. } GOTO 460KEXC2 • -960T0 900
460 IF ( RHI«.GT.RHAX ) GOTO 420NRFC(KEXCl) • NRFC(KEXC1><1J « NRFC(KEXCl)RRFC(1,J/KEXC1>> RFI1NRRFC(2,J*KEXC1>« UMAXGOTO 120
500 IF < KEXC1.NE.4 ) GOTO «00IF ( KARfi(1).Efl.8 ) GOTO 120
320 URITEU/6540)6540 FORHAT( ' STRAIN RATE? CHIH.HAX) ' )
eE*C(!-.) M M , ««.A«IF ( KECHO.NE.O > VRITE(6,6445) RM1N, RHAXIF ( RUIN.6T.-9999. ) GOTO 560KEXC2 • -9GOTO 900
560 IF ( RHIH.6T.RKAX ) GOTO 520
J - NRFC(KEXCl)RRFCU,J.KEXCD* RMIN
60T0 120600 IF ( KEXC1.NE.5 ) GOTO 120
IF ( KARGCD.Et.9 > GOTO 120620 NRITE(6,6640)
6640 FORMATC ' STRAIN? (NST«N*ST»Kv. . . ) '1 / • «$TB«; NUMBER OF STRAINS •2 / ' STRN ; STRAIN ' }
• EA0<5,>> KEXC2/ (KDAa>.I«l . lCEXC2>IF < KECHO.NE.O ) W(tlTE(6^6645) KEXC2* ( R O A ( l ) /
6645 FORHAT( ' » ' , I 3 / S F 1 0 . 4 : ( 7X«SF10.4 ) )IF ( KEXC2.LT.0 > GOTO 900IF ( KEXC2.EQ.0 ) GOTO 120J > NRFCCKEXC1)• RFCIKEXC1) • NRFC(K.EXCl>-f>:EXC2DO 660 1 - 1.KEXC2J • J» lRRFCU.J.KEXC11 - Rt>A<I>RRFC(2»J^KEXCl) • ROA(l)
660 CONTINUEGOTO 120
900 RETURNENC
Appendix F (Continued)
SUBROUTINE EXC0H2 ( KEIC1.KECH0)
COHFION /C0DPL2/ PXMIN, PXBAX, PVHIN, PTHAX. Ill, VL1. NPLOT1 . NDATA, NBATAX20), NGBAPHCOMnOtl /KLGPL1/ I«XES<!), KMESH, KCVNAN/ JCVHANC20). IC»NA»<5,20)CHARACTER>4 1CVNAHcotmDK /n.a*ni K D F H I . iRtm, ilti, K « F « , turn, iorxcio>, KA»O(4J1 . NRFC(8>^ IRFC(10#8)' RRFC(2#10#B)/ KSYSU
CHARACTER'! CVNAN2(22)/ BLMK2
DATA BLNK2
120 URITE16.6140)6140 FORMAT( ' PLOT OPTIONS? (0:1:2:3:4:5)
/ ' 0; RETURN/ ' 1; DATA RANGES/ ' 2; TYPE OF AXESI • 5; STRING/ * 4; MESH/ ' 5,- COXHENT OF CURVES
READ<5'») KEKC1IF( KECHO.NE.O > WRITE<6,6U5) CEXC1
6145 FOUMAK ' »',I3 )IF ( KEXC1.LE.0 } GOTO 900IF < KEXC1.GT.5 ) GOTO 120
CIF ( KEXC1.NE.1 ) GOTO 250
200 WRITE(6*6220)6220 FORKATC ' OATA RANGES? <XHIN,XHAX,VNIN,VHAK)'
1 / ' XHIN; FlINIHUN VALUE ON X-AXIS '2 / ' XHAX; HAXIHUM VALUE ON X-AXIS '3 / ' YH1N; NINIHUN VALUE ON Y-AXIS '4 / ' YHAX: KAXINUK VALUE ON Y-AXIS • >
IF ( KECHO.NE.O ) NR1TE(6#6225) PXH1N, PXHAX* PYN1N'6225 FORHATt ' »',4F10.2 3
IF ( PXHIN.GT.PXBAX .OR. PYHIN.GT.PYHAX 1 CO TO 200GOTO 120
CCC
250 IF ( KEXC1.NE.2 ) GOTO 300260 UR1TE16.62B0)
62«0 FOR««T< • TYPE OF AXEST (1:2:3:4) •1 I ' \: BOTH X AND Y ARE LINEAR SCALE •2 / ' 2; X IS LOG SCALE. Y IS LINEAR SCALE •3 / ' 3; X IS LINEAR SCALE. Y IS LOG SCALE '4 / • 4; BOTH X AND V ARE LOG SCALE 'READ(5'O KEKC2IF ( KECHO.NE.O ) WRITE (6.6145) KEXC2IF { KEXC2.LT.1 .OR. KEXC2.GT.4 ) GO TO 260KEXC2 » KEXC2-1IAXES(2)* KEXC2/2IAXESC1)> KEXC2-2*IAXES(2)
- 6 3 -
JAERI-Data/Code 97-049
Appendix F (Continued)GOTO 120
CCc
300 IF ( KEXtl-NE.3 ) GOTO 350320 WRITE<6,63*0)
£340 FORHAT( ' STRING? (0:1) '1 / • 0; NO •2 / • l; YES ' )READ(S,*) KEXC2IF ( KECHO.NE.O ) WRITE<6,61*5) KEXC2IF < KEXC2.LT.0 .OR. KEXC2.GT.1) GO TO 320KARGU) • KEXC2GOTO 120
CCC
3S0 IF ( KEXC1.NE.* ) COTO 400360 URITE(6,63I0>
63B0 F0RHAU ' MESH? (0:1:2) •1 / ' 0; NONE '2 / ' l; DASH LINE*3 I ' l> LINE • >READCS,») KEXC2IF < KECHO.NE.O > URITE(6,61*5) K£XC2IF < KEXC2.LT.0 .OR. KEXC2.GT.2 ) GO TO 360KHESH • KEXC2GOTO 120
CCC
400 IF ( KEXC1.NE.5 > GOTO 120IF ( KCVNAM.NE.O ) THENKCVNAH « 000 (10 1-1,20JCVNAM(I) " 0
410 CONTINUEEND1F
*20 HRITE(6.6**0)6**0 FORMAT! ' CONNENT OF CURVES? (CURVE-NO, " . .COMMENT. . •
1 / ' CURVE-NO* 0; RETURN '2 / ' > 0; DEFINITION '3 ) • «ll; DEFINITION • >
R E A D C a ) KEXC2/ CVNAM1IF ( KECHO.NE.O ) WRITE(6,6*50) KEXC2, CVNAH1
6*S0 FORHATC ' >>',I3,2H, ,A22 )IF ( KEXC2.EQ.0 ) GOTO 120IF { KEXC2.LT.0 .DR. KEXC2.GT.20 > GO TO *20JCVN - KEXC2JCVHAtKJCVN)- JCVN
*70 Uf)ITE(CVNAHl#* (20A1) ' ) (CVNAH2CI)' 1 -1 /20)READ (CVNAN1, ' (5A*) • ) ( lCVNAHd, JCVN) '1 -1 ,5 )
GOTO *20900 CONTINUE
RETURNEND
Appendix F {Continued]
SUBROUTINE EXCON3 ( KEXCl.KECHO)
CCOMMON /MLBFT1/ KFIT, lEflFIT, NC0EF(16>/ C0£F(6), C0EF0(«,16)
1 . NXY. NXVDCS). XVD(2/S0/3>/ FlXf/ HXTDCOMMON /HUBFT2/ NE«CF(16)# lEeCF(6,16)CHARACTER** IEOCFCOMMON /HLBRF1/ KRFM1. KRFH2; KEXC- MRFM, NRFH/ IRFH(IO), KARG(*>
1 / NRFC(8), IBFC(10,8), RRFCC2,10,S>, KSYSUC
120 UBITE(t,4140)61*0 FORMAT( ' FITTING? (0:1:2:3) •
1 / • 0; RETURN •2 / ' l; INPUT X-Y DATA '3 / ' 2; LINEAR REGRESSION •* I ' Z! BUILD IN EtUATIONS ' >
CCC
READ<5,»J KEKC1IF ( KECHO.NE.O ) »«ITE(6,6143) KEXC1
61*5 FORMAT( • » -,I3 >IF ( KEXC1.LE.0 ) GOTO 900IF ( KEXC1.GT.3 ) GOTO 120
IF ( KARGUKEC.O > KARG(i) • -1KFIT « KEXC1IF ( KF.XC1.NE.1 ) GOTO 250NXY - 0
200 NXY - NXY+1URITEC6,6220>
6220 FORMAT( ' X-Y DATA? (N,X1,Y1, ,XN,YN) '1 / ' N; NUMBER OF X,Y DATA (<51) '2 / ' X; X DATA '3 / ' Y; Y DATA • )
CCC
READ(5,«) KEXC2* ((XYDCI*J,NXY),I>1#2)#J«1^KEXC2)IF ( KECHO.NE.O )
•URITE(6,6225>KEXC2, KKYOCI,J ,NXY) ,1-1 ,2) ,J-1 ,KEXC2>6225 FORMAT( • » • , I * , 1 P 6 E 1 1 . 3 : / ( BX.6E11.3 ) )
IF ( KEXC2.GT.0 ) GOTO 2*0NXY - NXV-1GOTO 900
2*0 IF ( KEXC2.GT.MXYD ) KEXC2HXYD(NXY)- KEXC2GOTO 200
250 IF ( KEXC1.NE.2 ) GOTO 300UR1TEC6.6260)
6260 FORMAT( ' LINEAR DEGRESSION? (A ,B)1 / ' Y - A*X + B
- 6 4 -
JAERI-Data/Code 97-049
Appendix F (Continued)
AEAD(5,«> A. BIF ( KECHD.HE.O ) WRITE(6,627O) A,
6270 FORMAT( ' » ',2F10.2 )CDEF(1)> AC0EF(2)> B6DT0 900
C300 IF ( KEXC1.NE.3 ) GOTO 120
IE«F1T • 0310 VRITEI6,4320!6320 FOBMATI • EQUATION NUMBER? (0:1 15) '
1 / • 0; RETURN '2 / ' l; EQUATION NUMBER 1 '3 / • ... •
4 / ' 15; EQUATION NUMBER 15 ' )CCC
READ(5,») KEKC2IF < KECHO.NE.O ) «»]IE(»,«1O) KEXC2IF ( KEXC2.LE.0 > GOTO 900IF ( KEXC2.GT.15 ) 60T0 300
C
cc
IEQFIT . KEXC8NEQC • NEQCFUEQFIT)NCOE - NCOEF(IEQFIT)WRITE(6,6340> 1E0F1T, <IE4CF<1,IE»FIT),LI,«EOC>
63(0 FORMAT< ' COEFFICIENT OF THE EQUATION'.13.' 7 ( 'CC
READC5,.) NCOE. C0EF(2). (COEF (H2>. Ll.NCOE)C0EFC1) • NCOEIF ( KECHO.«E.0 )
•yRITE(6.6345>NC0E. C0EF(2>. <COEFU»2>,1-1,«COE>6345 FORHATC • »',]2.8F9,3 )
NCOEF(IO) • NC0Et2CCC
ELSEKEADC5,.) (COEF<I>,I.1,NCOE>IF { KECHO.NE.O )
•WRITE<6.i347>(C0EF(I).I-l.«C0E)6347 FORHATt ' »',BF«.3 )
ENDIF
900 RETURNEND
Appendix F (Continued)
SUBROUTINE EXQRY (NAMHAT/NAHCS.NAHSSfNAHPB.NAHUD/IREFF)
DIKEaSION «AIMATU2'1)OIKENSION NA«CS(5.1>. NANSS(S.l). NAHPB(5.1>. NAHUII<5.1>DIMENSION 1REFF(2.1>INTEGER IC«RD<4>COmON /HLBFNO/ IFIrC. IFWI. IFNP, IF««COMMON /HLBQR1/ KQR(IO). IQRDtlO). CQRDC4.10). JIQKD. JCQRDCHARACTER"* CaROCOMMON /HLBNUM/ NMLB. NHAT. NCS. NSS. NPB/ NWD. NPROP(S). MD1 . NWDF. NTHP, NEPSft. NEPS. NREFF. HCOMtlCO»HO« /K0BUF3/ CDt(lO), IOACIO). CDA(50)CHARACTER CDA«4CHARACTER CDAX(20>«4EQUIVALENCE ( CDA(l). CDAX(l) }
KfiRl " KQR(1>IF ( KQR1.LT.1
'.OR. KQR1.GT.9 > GOTO 900GOTO ( 110.120.130,140,150,160.170.1B0,190 ),
CC* MATERIAL «««E
6112 FORMATC 27H0* MATERIAL NAME * NO. • /1 ( 3X,4A4,14 ) )&0T0 900
CCa CARBON STEEL NAME
120 IF C NCS.fiT.O ) THENWRITE(6,6122) <(NAMCS<J.l),J«l,4),1-1,«CS)
6122 FORMAT< 23H0« CARBON STEEL NAME • /1 ( 3X^4A4 ) )
ELSEWRITE<6.6124)
6124 FORMATC 23HO* NONE CARBON STEEL > }ENDIF
SDTD 900CC« STAINLESS STEEL NAME
130 IF C NSS.GT.O ) THENWRITE(6.61321 UNAHSS(J.I),J"l,4),l^l/USS)
6132 FORMAT( 25HO> STAINLESS STEEL NAME • /1 ( 3X.4A4 ) )
ELSEWRITE<6,6134)
6134 FORMATS ?5M0- NONE STAINLESS STEEL • >EMKIF
GOTO 900CC* LEAD NAME
140 IF < NPB.GT.O ) THENWRITE(6,614 2) ((NAMPB(J,13,J>1,4),I-1,NPB)
6142 FORHAT( 14H0> LEAD NAME » /1 t 3X.4A4 ) )
ELSEWRITE(6,6144)
6144 FORMAT( 14H0> NONE LEAD • )ENDIF
GOTO 900C
65-
JAERI-Data/Code 97-049
Appendix F [Continued)
C* WOOD NAMEISO IF ( NWP.GT.O ) THEN
WRITE<6/6152) ((NANWD<J,I),J«1,4),I-i/NWD)6152 FORMAT( 14H0" HOOD NAME • /
1 { 3X,4A4 ) )ELSE
WRITE(6*6154)6154 FORMAT( 14H0* NONE WOOD * )
ENOIFGOTO 900
CC« REFERENCE LIST
160 IF ( NftEFF.GT.O } THENDO 167 1-1*MREFFIF ( I.EQ.l ) THENWRITE<6,6162) <JREFF(J,l),j«i*2)
6162 FORMAT( 16H0» REFERENCES • /1 3X,2A4 )
ELSEII • 1-1DO 164 J-1,I1IF < IftEFF(l,J).NE.]B£FF(l,I) ) GOTO 164IF < 1REFF<?,J).£d.IHEFF<2,l) ) 60T0 166
164 CONTINUEWRITE(6-6165) <IREFFCJ,I),J«l,2>
6165 FORMAT( 3X*2A4 )166 CONTINUE
ENDIF167 CONTINUE
ELSEWIIITE<6,6160)
6168 FORMATt 20HO« NONE REFERENCE • )ENDIF
GOTO 900CC» MATERIAL DATA
170 J1QRD - KfiR(2)HATNO • IQRDOIBRD)DO 172 I-1,NMATIF ( NAMMAT(9,1).N£.MATNO ) GOTO 172IMAT - IGOTO 174
172 CONTINUEWRITEC6,6173) MATNO
6173 FORMATC 26H0i NONE MATERIAL DATA, N0.,I5,2H a )GOTO 900
C17* JPOS • NAMMA7(1,I)
NREC * NAMMAT(2,I)CALL RD50F t-l,UNH, 1FNT ,Q, KSTAT, CDA* IDA* RDA/ JPOSR)NRCS * JPOS-JPOSRIF ( HftCS.GE.O } THENCALL RDSOF <2fIFNMs IFMT *NRCS* KSTATr CDAr IDA/ RDA^ J P0SR)
ELSECALL RDSQF (CIFNM, IFMT ,0, KSTAT, CDA> IDA/ RDA, JPOSft)CALL RDSQF (2,IFNM, IFMT -JPOS* KSTAT, CDA, IDA, It DA, JPQSR)
ENDIFWRITE(6,617S)
6175 FORMAT< 18H0. MATERIAL DATA . }00 178 I'l'NftEC
Appendix F (Continued)READ(IFNH/S176) <CDA(J),J-l,?0)
SJ76 FORMAT< 20A4 >CJAE WRITE(6,6177) <CDAX(J),J-1,20)
WRITE(6,6177) (CDAK(J),J-l,l«)6177 FORMAT( 1X,17A4,A3 )170 CONTINUE
CALL RD5&F (O,1FNH, IFMT ,0, KSTATs CDA, IDA, RDA, JPOSft)GOTO 900
CC* MATERIAL NO. BY NAME
180 JCflRD - K8R<2)DO 1S1 1-1/41CQRDCIJ- ISB5T(CQRD(I'JC8RD)>
1S1 CONTINUEKO • 0DO 104 I-1,NMATIF ( NANMATlS,l>.NE.ICaRI>tl) ) GOTO 184IF ( HAKMAT(6,I).NE.ICaRDC2) } GOTO 104IF { NAMMAT(7,l>.NE.ICfiRD(3) ) GOTO 104IF ( NAMMAT(0,I).NE.ICfiRD(4) } GOTO 104IF { KO.EO-0 )
•HRITE<6,6182)6182 FORMAT( 16H0a MATERIAL NO • 3
WRITE(6,6183) NAMMAT(9,I)6183 FORHAT( 1H ,110 )
KB • KQ+1184 CONTINUE
IF ( KS.EQ.O )•WRITE(6,6105) (CBRDCI,JCORD),1-1,4)
6185 FORMAT! 26K0* NONE MATERIAL ND., NAME: /4A4^2H * )SOTO 900
CC MATERIAL NO. BY REFERENCE
190 JCQRD - K6R(2)00 191 1-1,41CQRDCI)- ISBST(CQRD<I'JCQRD))
191 CONTINUEKQ * 0DO 194 1*1,NMATIF ( NAHMAT(12,1).LE.O > GOTO 194NRF - NAMHAT(12,I)JRF - NAMMAT(11,I)00 193 J-1,NRFIF < IREFF(1,JRF) .NE.IC«RD(1) ) GOTO 192IF ( IREFF(2,JRF) .NE.ICQR0(2) ) GOTO 192IF ( KQ.Efi.O )
«URlTE(6rfcie2)WRITE(6,6183) NAHMAT<9,I)KG - K0«1
192 JRF - JRF+1193 CONTINUE194 CONTINUE
IF ( KQ.EO.O )•KBITE(6,6195) (CfiRD<I,JCQRD),I>1,2)
619S FORMAT( 33H0> NONE MATERIAL NO., REFERENCE: ,2A4,2H * )C
900 RETURNEND
- 66
JAERI-Data/Code 97-049
Appendix F (Continued)SUBROUTINE EXDAT (NAHMAT, MLB )
CINTEGER NAMMATU2,1>. NLB(1>COMMON /HLSMAX.1 MftLB. MMAT, MCS. HSS* fff>6» WWD. MPTEMP. HtfDFZB
1 , HTEHP. MEPSR/ MEPSS. MREFF^ HCOMMCOMMON /MLBIDX/ JMAT, IMAT, ICS, 1S5- 1PB, I ¥ 0 , JWDFIB, JTEttP
1 - JEPSR, JRIFFCOMMON /MLBALC/ LMLB, IMA1,INA2/1MA3'JMA*/JHA5'IMA6,JNA7,JIMS
1 . IHA9,IHA1O,1HA11,INA12,IMA13.IMA1*,INA1S,1HA1<2 . IHA17.1HA18COMMON /NLBRF1/ KRFM1, KRFM2, KCKC, MRFM, NRFH, IRFH(IO)^ KARfi<4>1 , NRFCtB}, IRFC(IO^B)' RRFC<2«10#a)< KSYSUCOMMON /MIBRF2' MRFX, NRFX. ICNDtS.20>. RCNS<B>20)> N>EPS<20)1 . <EPS<50-20), ISIG(5O-2O>, NRFXX, JRFXX(2,2O)COMMON /HLB«F3/ IC«OP18,20), RCNOP(S.2O)COMMON /C0MPL1/ ATlTLEdl). XXNANEC10). TfNANE(IO)1 , X0ATA1 50.201/ rDATAC 50,20)COMMON /C0HPL2/ PIMIN, PXMAI/ PYM1N/ PYMAX. XL1/ <L1, MPLOT
1 . >CATA. NI>ATAX(20>, NHAPNCOMMON /C0HPL3/ AMATK20), ANAHE(20)# UNAMEC3)CHARACTER'S AMAT1 , ANAME . UNANECHARACTERtB RRDATA/ AMAT1K , ANANEXCHARACTERiS CDATACHARACTER** ATITLE. XXNANE' YVNAHECHARACTER** 10ATA(2)CHARACTER** KBLNKEQUIVALENCE ( IOATA(l) . RRDATA >
CDATA KBLNK / ' ' /
CNPLOT - 0IF C HRFH.Lt.O 1 COTO 900
ccc
DC 200 I> l.NRFHCALL MLBFO (IRFMdl, HLBIIMA5) , HLB(IMAt)/ MLB)IF ( IHAT.LE.O ) GOTO 200WRITE(ANANEX/'C2A*>') <NAMMAT(J*IMAT),J-5-6)HR1TE<CDATA/>(I4)') NAHMAT(9/IHAT)READ (CDATA.'(A*)1) IDATA(l)READ (KBLNK.MAt)') IDATA12)AHAT1X • RtDATA
CCC
IF I NPIDT.LT.20 ) SOTD 110
410B FORMAT( OVERFLOW ••>• TOO MANY CURVES TO PLOT I •,1 2A4.I.'.15.' )• >GOTO 200
CCC
110 IF ( IARGI3) .GE.l .AND. KARCO.LE.t ) THENNPLOT « KPLOT+1CALL GTPROP ( NDATAX(NPLOT), YDATA(l.NPLOT). XDATA<1,NPLOT)
ANAME(NPLOT) • ANAMEXAMAT](NPLOT) • AMAT1X
Appendix F (Cont inued)
ICNDPU'NPLOT) • »AMM»T<9,IMAT)IC«KP(t,»PLOT> . 1OO*NAMMATC!1']NAT)»>AMHAT<12,IMAT)ICNDPC/NPLOT) • HAMMATfS.INAT)
ICDDP(T^NPLOT) • HANHAm.IHAT)1CNDP(8.NPLOT) - NAMMAT(B.IMAT)
ELSECALL GTEPSS <HLB(IHA6).NLB(IHA?).MLB(1MA8).MLB(1MA9).HLB(IHAIO)
1 *HLB(1MA11).MLB(INA12).MLB(1MA1S).HLB(INA14)2 .MLB (IHA15),MLB(INAlt).MPTEMP.HUDFIB.HTEHP.HEPSR3 .MEPSS)
IF ( NNFX.GT.O ) THINIf I KARGO) . E e . 5 ) THEN
IF ( HPL0T.LT.20 ) GOTO 115W«]TEU.610e> (NAMMAT(K.1HAT),K-J,6), NAM«AT(9,IMAT)GOTO 1*0
CCC
113 KPLOT • KPLOT+1ANAHE(NPLOT) - ANAMEIAMAT](NPLOT) - AMAT1XNDATAX(NPLOT)- NXEPS(J)NDATA - NXEPS(J)DO 120 «• 1.NDATAXDATA(K<NPLOT)' XEPSCK.J)»0»T«tK.»PLOT). XSIG(K.J)
120 CONTINUECC
cICNDPCl.NPLOT) . NAMMAT(9,IMAT)ICNDP(2^NPL0T) > 1CNO(2.J)ICHDP(3,NPLDT) • 1CND(3.J)1CHDP ( 4 ^ N P L O ^ ) * IDOsNAHHAT CH'IHATJ^HAttHATiX2* JHAT)lCNDP(S.HPLOT) - NAMMAT(S.IMAT)IC«0P(6.NPLOT) • NAMHATCt.IMAT)ICNDPI7.NPLOT) - NAMMAT(7.IMAT)IC»DP(e,KPLOT) • NAMMAT(B.IMAT)RCNDP(*.NPLOT) - RCND(A.J)RCNDP(5.NPLDT) > RCND(S.J)RCHDP(6,NPLOT) > RCND16/J)RCNDP(7.NPLOT) * RCND(7/J)
1*0 CONTINUEC
ELSEIF ( KARG(3).EQ.6 ) CALL GTSIG ( NAMHAT(
ENDIFENDIF
ENOIF200 CONTINUE900 RETURN
END
- 6 7 -
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE MLBFD CKMAT' NANMAT' MATDIR 'MLB)C
INTEGER NAHHAT<12>1>. MATDIRUO'l), HLB(1>COMMON /HLBALC/ LML8' IMA1'1MA2.1HA3.IMA4'IHAS'IMAA'1NA7'IHA81 / IIUI9<IMA1O>IMA11<1«*12>IM*1S'IM«1*.IIIA15'1N»1«2 / INA17'IMA1BCOMMON /NLBMAX/ NMLB' MMAT' MCS' MSS. MPB' MWD. MPTEMP' HVDFIB
1 ' MTEHP' MEPSR' MEPSS' MREFF' HCOMHCOMMON /HLBNUH/ NHLB' NKAT. NCS» NSS» NP8' NWO. WPR0PC5). NOFT1 , NWDF' NTMP. NEPSR' NEPS' NREFF. NCOMKCOMMON /MLBIDX/ JHAT' IMAT' U S , ISS. IPS' IWO, jy»FI6, JTEBP1 » JEP««' JREFFCOMHOtl /MLBRF1/ KRFM1' KRFK2' KEXt' HRFH* HRFM' IftFFUlCO* KRRG(4>1 ' «RFC(B>, IRFCC10.8). RRFC<2.10,B>. KSVSUCOMMON /MLBFHO/ IFNC' IFNM' 1F«P, IFNRCOMMON /RDBUF5/ CDAI10), IOA(IO), RDAC90)
JUTEGEH 1FMT1C2.3)CHARACTER*' (MATE
CDATA IFMT1 / 101' 0, 10i' 0' 201' 0 /DATA KMATE / 'MAT ' /
CDO 20 !• l'NMATIF < KMAT.NE.NAMMAT(9'I) ) GOTO 20IMAT . IGOTO 40
20 CONTINUEGOTO BOO
C40 IWD - 0
IF ( HAHMATU'IMAT) .01.40000 ) THENIWD • HAMMATC4>IMAT)M0000IWD - NAMHAT(4'IHAT)-40000«lWD
ENDIFC
JHAT • NAHMATO'INAT)IF ( JMAT.LE.O > THENDO 60 I • l'NHLBIF ( KRFR1.LT.HATD1*<1'I> > EOTO 40J«AT • IGOTO 100
<0 CONTINUEJMAT - 1
C100 KRFM1 > KRFM1*1
IMATX • HATDlRt2'JHAT)HAMHAT<3'IHATX)* 0NAMMAT(S'INAT) • JHATJPOSRM > NAMNAT(1«1MAT>
CCALL RDSOF f-l'IFNM' IFTM1 tOr KSTATr CDA' IDA' RDA' JPOSR)
CIF ( JPOSR.NE.JPOSRH ) THENCALL RDStF (O'lFDH, IFTM1 ,0, KSTAT. CDA, IDA. RDA> JPOSR)
CIF I JPOSRM.GT.D ) THENCALL RDSQF <2*IFNM' IFTM1 /JPOSRH' KSTAT, CDA' IDA. RDA. JPOSR)
ENDIFENDIF
Appendix F IContlnued)
CALL KDSOF ( l . I F N M ' I F P I T K l ' l ) ,3, KSTAT. COA( l ) . IDAC1). RDA1 . JP01R)
IF < Ct>Ml> -Nt.KMATE ) 60T0 800CALL MLBPT (NAMMAT(l ' l ) ' MLS(IMA«>' NLB(IMA7)' NLBdHAS)
1 ' HLB(IMAV)' MLB(INAIO)' MLBCIMA1D' MLB1IMA12)2 ' MLBCIHA13)' HLB(IMA14)' NLBC1HA15)' HLBCIMA16)3 ' MLB(IHA17)' HLBCIHA16)& 'NPTEMP«MPTEMP'HWDF1B'MTEHP'MEPSR'MEPSS)
ENDIF
KRFM2 - RRFM241
60T0 900C
BOO IMAT • 0C
900 RETURNEKD
SUBROUTINE GTPNOP < NPTEHP. PROPr PTENP'NATD1R'PROP1'PROP21 'MPTEMP)
REAL PROPtl)' PTEMP(l)INTEGER MATDIR(lO'l)REAL PROP1(4'1). PROP2(2'NPTEMP'4'1)COMMON /MLBIDK/ JMAT, INAT. ICS. ISS. IPB. IWO, JWOFIB, JTEMP1 . JEPSR. JREFF
RfiFC(2rlO/B)f K8YSU
JAR61 - KARG(3)JARG2 - JARG1+*NPTEMP- MATPIR(JAR62'JMAT)IF C HPTEHP.LE.O } THEMNPTEMP * 0PROP(l) . PR0PKJAR61,JHAT)PR0PI2) - PROP1(JARG1,JMAT>
PTEMPC2). i.ELSE
DO 110 I- 1,NPTEHPPHOPdl - PROP2(1,1,JARG1^JMAT)PTEMP(I>« PR0P2<2#I,JARfil*J»(AT)
310 CONTINUEENDIF
CRETURNEND
- 68 -
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE GTEPSS <MATDIR,PROP1,PROP2/IOFTYP,»OF1BR.I«DF1B1 , DTE»P,nE»P,DEPSR.IEI>SR,EPSS,MPTEMP,liyOFIB2 ,HTE"P.BEPS«,M£P5S)
MATDIRU0.1)/ IDFTYP<2,2,1>VDFIgil(2,ntlDFIB/l>
INTEGERINTEGERIHTECESINTEGERREALRE«LREALCOMMON /MLBNUM/
1 <COMMON /HLB1DX/
ITEHPCMTEHPsl)* IEPSR (2,HEPSR.>MTEHPy1)PR0PK1), PR0P2C1)DTEKP(HTEHP'l)/ OEPSfl( KEPSRsHTCMP,1>EPSS(HEPSS/1)
NHLB, NMAT, NCS* NSS, NPB, KWD, NPR0P<5>, NDFTNUDF, NTHPr NEPSRf NEPS, MREFF* NCOHttJHAT, IHAT, ICS- ISS* 1PB, lyD, JUDFIB^ JTEHP
1 / JEPSR, JREFFCOMMON /HLBRF1/ KRFH1, KRFH2, KEXC/ HBFH/ NRFM, IRFH(IO), KAR6C4)1 , NRFC<B), IRFCC10/8)/ RRFC(2,10,8), KSVSUCOMMON /MLBRF2/ HRFX, NRFX, lCMD<a,20), RCND(8,20), NXEPS<20)
1 , XEPS(5O,2O), XSIG(SO,20), NftFKX, JRFXX<2,20)OATA TOLE / l.E-SO /HRFK * 0HRFXX - 0I0F1 > HATDIR<9'JHA?)IF ( JDF1.ES.* > JDTl - 1I0F2 - IDF1IF ( IDFl.Efi.3 ) THEN10FI - 1IDF2 - 2
END1F00 700 I- IOFlsIDFZ
• DEFORNATION TYPE •IF ( NRFCm.LE.O ) GOTO 140NRFCX - NRFC(l)DO 220 J- 1,NRFCXIF ( IRFC(J,1>.C«.I > GOTO 140
120 CONTINUEGOTO 700
140 JTMP1 « JDFTYP(],I,JMAT)JTHP2 - IDFTVP{2,I,JMAT)+JTMP1-1JWDF1 • JTHP1JMt>F2 m J1HP2IF ( IUD.LE.D > THENJWDF1 - 1JHDF2 • 1
DO 600 J> jyDFl,JWDF2IF ( lyD.GT.C )JTMP1 > IU&FIB(1,J,IUDJTHP2 - lWDFlB(2/J,IyD
• FIBRE DIRECTION OF HOODIF ( NRFCt?).LE.O >NRFCX - NRFC(2)DO l&Q K- 1,NRFCXIF ( WDFIBR<l,J,iyD) .E'
160 CONTINUEGOTO 600
170 BO 500 K- JT»P1,JTHP2• TEMPERATURE •
IF ( NRFC(3).LE.O )NRFCK - NRFC(3)
END IF
THEN
IRFC(K,2)
GOTO
) GOTO
170
170
Appendix F (Continued)
DO ISO L* l^MRFCXIF ( DTEMP(K,JHdT>.GE.RRFC<l/L/3)-T0LE
*.AND.DTEHP(K/JNAT).LE.RRFC(2/L/3)«T0LEISO CONTINUE
60T0 500200 IF C NRFXX.GE.MRFX )
MRFXX - NRFXX+1
GOTO 200
GOTO SOO
HEPSR • ITEHDO 400 L- l^NEPSR
(K,JN*T)
IF ( NRFCtO.LE.O >NRFCR - NRFCiODO 220 H- 1,NRFCXIF < DEPSfttLsK,JNAT).6E.ftRFC(l**,4>-T0LE
«.AMD.DEPSRCL-K'JM»T).LE.RRFCC2,M-A)+T0LE220 CONTINUE
CDTO 400300 IF < NRFX.6E.MRFX > GOTO 400
HRFX - NRFX+1JEPSS - I E P S R t l , L / K / J W T )NEPS - UPSBC2/L*K, J«AT}ISSR - lEPSRCl/NEPSR^K,JHAT}JEPS - tE.PSR<2'MPSfl*K*JHAT}IF < ISSfi .E&. l ) THENDO 320 N- 1/NEPSXEPSCH'NRFX) > EPSSUEPSS /JHAT)XSIGCN'NRFX) - EPSS(JEPSS+lxJNAT)JEPSS >JEPSS+2
320 CONTINUEELSE
IF ( ISSR.EC.2 ) THENDO 340 M-l/KEPSXEPS(H^NRFX) • EPSSCJEPS , JHAT)
JEPSJEPSS
340 CONTINUE
* JEPS +1* JEPSS+1
T)
IF < IUD.GT
ENDIF,JUATJ
0 ) ICNLH3sNRFX) - yDFIBRtl*J^IMD)
NXEPS(NRFX) - NEPSCALL GTEMDO (DTEHP (K, JHAT) -HATD1R (
1 , RCND(7/t.BFX) 1400 CONTINUE500 CONTINUE600 CONTINUE700 CONTINUE
RETURNEND
/ 1) #PROP1U ) *PR0P2 tl ) *MPTEHP
- 6 9 -
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE GTSIG (NAM1AT)
INTEGER NAKHATC12)COHMON /MLBRF1/ KRFN1, KRFM2, KEXC. HRFM, NRFM, llFHUOl, KARG(i)
1 . llltFCO). IRfC<10,»), »»FC<!,lO,t). KSYSUCOFMON /HLBRF2/ MRFX. NRFX. KNDtt.20). RCH0CB.2O), NXEPS<20>1 . »EPS(50.20), KSIE150.Z0). NRFXX. JRFXXC2.20)COMHON /HL9RF3/ ICNDPC8.20). RCNDP<B.Z0>COHBON /COHPLW ATITLECIB). XXNAMEUO). TVNAFIECIO)1 . XDATA1 SO.20). YD«TA( 90.20)COMMON /C0HPL2/ PKHIH. PXHAK. PYH1H. PYNAX. XL1. YL1. HPLOT1 . HDATA. NDATAXC20). NGflAPHCOHHON /COHPLS/ AHATK20). ANANE(20). UNAHEO)CHAR«CTE«.B AHAT1 . ANAME , UHAHECHARACTER"! ANAT1X , ANABEJCHARACTER'S CDATACHARACTER"! ATITLE. XXKAItE. YYHAIIECHARACTER** IDATA<2) . KSTRAI2)OUIVALEKCE ( IDATAO) . APIAT1X )EaUIVALERCE ( KSTRA(J) . AHABEX >
NRFEPS . «RFC(5)If ( «RFEPS.LT.l )
DO 210 1- 1,NRFEPSEPS - RRFCd'I'S)WRITE(COATA/'<F«.+)') EPSREAD (CDATA..' (2A&) ') <1DATA(JJ*J«1*Z)
DO 190 J- l.NRFXXIf < HPL0T.LT.20 ) SDTO 10?URITE(6,610B) <NAHHAT<K) ,X.-5,«) , «A»MAT<91
610B FORMAT< • *•>• OVERFLOW ••«« TOO MANY CURVES TO PLOT (1 2A*.',*.I5.' >• )GOTO 190
109 MPLOT • KPLOT+1AHAT1(NPLOT) - AHAT1X
NDATAXCNPLOT) - 0XDATAd.NPLOT)- 0.XDATA(2,WPL0T)" 1.YO«TA(1,«PLOT). 0.
JEPSR2- JRFXXC2.J)
Appendix F (Continued)
IF ( JEPSR1.LE.JEPSR! > THENNDATA > 0
DO 170 K. JEPSR1.JEPSR2NEPS - NXEPS(K)IF < NEPS.LE.O ) GOTO 170EPS2 • 0.5IG2 • 0.
DO 110 L- l.NEPSEPS1 - EPS2S1S1 • SIG2EPS2 • XEPS(L.K)s:G2 • XS1SCL.K)IF < EPS1.LE.EPS .AKD.CONTINUE
EPS.LE.EPS2 ) GO TO 130
130 NDATA • NDATAtlXDATA(NOATA,NPLOT)- RCND<5.OYDATACNDATA,NPLOT)- SIG2IF ( EPS1.NE.EPS2 >
*VDATACNDATA.NPLOT)- (CS1G2-S161)/(EPS2-EPS1>>»CEPS-EPSD+SIG1170 CONTINUE
NDATAK(NPLOT) > NDATAIF < NDATA.E8.1 ) THEN• DATAXIIIPLOT) - 0XOATAd,NPLOT)- 0.
ENDIFEND1F
1CNDPU,NPLOT)- NAMHATC9)ICNDP<2.NPLOT). ICND(2,JtPSRl)ICNDPC3.NPLOT)- 1CND(3.JEPSR1)ICNDP<4.NPLOT) • 100BNAMMAT C11)«NAHHAT(}2)IC«0P(5,NPLOT)- NAFMATCS)
ICNDPC6.NPLOT)- NAHNAT(6)1CNDPC7,NPLOT)- NAHflAT(7)1CN0PCS.NPLOT)- NAMHATtB)RCNDPC4.NPLOT)- RCND(4.JEPSR1)RCNDP(6.NPL0T>> EPS
190 CONTINUE210 CONTINUE
RETURNEND
- 70
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE GTENQO (TENP,MATD1R*PROP1/PROP2#HPT£HP, EHQD)
INTEGER HATDIR<1O,1!REAL PR0PK4/1), PR0P2(2-HPTEMP***1)COMMON /HLBIDX/ JMAT, lHAT* 1CS> ISS* IPB» IWD, JWDF1B- J
2 / JEPSR, JREFF
EHOD • PR0PK2/JMAT)HTHP - NATDIR(6#JMAT)IF < NTMP.LT.2 > GOTO 300
DO 200 I*2,NTMPIF { TEMP.LT.PROP2<2,1-1/2,JHAT>
•.OR. TEMP.GT.PROP2<2/1 ,2,JMAT) ) GOTO 200EHD1 - PROP2<1#1-1,2*JMAT)TMP1 - PR0P2C2,1-1,2,JMAT)EMD2 - PR0P2C1/I ,2,JHAT)
IF ( THPl.Efl.TMP2 ) THENEHOD - EMD1
€L5EEMOD - <EKD2-EHD1W<THP2-THP1)MTE*P-THP1>+EMD1
ENDIFGOTO 300
200 CONTINUE300 IF ( EMDD.LE.O. >
•EflOD - l.E+SORETURNEND
SUBROUTINE EKUN1
COMMON /HLBRF1/ KRFM1, KRFM2/ KEXC, ttRFH/ NRFH, 1RFMC10), KHRGC4)1 . NRFC<8)/ IRFC(10,B), RRFC(2,10,8)- KSYSUCOMMON /C0MPL1/ ATlTLE(3B)y XXNAME(IO)^ YYMAHE<10)
CHARACTERS AT1TLE* XXNAME^ YYNAMECOMMON /C0MPL2/ PXMIN, PXHAX, PYHIN^ PVMAX, XL1, YL1' NPLOT
1 - NDATA/ NDATAXUO)' NGRAPH
IF ( KSYSU.NE.2 .OR. NPLOT.LE.O ) 60 TD 900
DO 200 1*1,NPLOTNOAT - IABS CNDATAXU))IF ( NDAT.Efl.O > NDAT - 2
CALL EXUNI2 (KARG(1)> XDATAtl,]) /NDAT)CALL EXUNI2 (KARG(2)# YDATA(lcl) ,NDAT)
200 CONTINUE
900 RETURNEND
Appendix F (Continued)
SUBROUTINE EXUNI2 (KDTYP, DATA /NOATA)C
DIMENSION DATA(l)C
If ( KDTYP.LT.l•.OR. KDTYP.GT.10 ) GOTO 900
CGOTO I 110/120,130,1*0/150/1*0/170,180-190/200 )* KDTYP
CC« COEF. OF THERMAL EXPANSION
110 CONTINUEGOTO 900
CC* YOUNG'S MODULUS
120 DO 125 I*1#NDATADATA<1) - 0.101972*DATA<I)
125 CONTINUEGOTO 900
CC« SHEAR MODULUS
130 DO 135 1-1'NDATAOATACI) - 0.101972*DATA(I)
135 CONTINUEGOTO 900
CC» POISSON'S RATIO
140 CONTINUEGOTO 900
ISO CONTINUEGOTO 900
CC» FIBRE OlflECriOK OF HOOD
160 CONTINUEGDTO 900
170 DO 175 I»1,NDATADATAU) > DATACD-273.
17S CONTINUEGOTO 900
CC* STRAIN RATE
160 CONTINUE60TO 900
CC* STRAIN
190 CONTINUEGOTO 900
C£• STRESS
?00 DO 205 I-1/NDATADATA(I> «= D.1O1972«DATA(I)
205 CONTINUEC
900 RETURNEND
- 71 -
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE EXOUT (KLST ,KPLT ,ttf IT, IBEf F)
INTEGER IREFFd)COMMON /MLBFNO/ IFNC,COMMON /HLBRF1/
1 /
1 /
1 /COMMON /COMPL3/
CHARACTER'SCHARACTERS
CHARACTER*4
23 t
5 ,
S ,9 ,A 'j ,DATA TITLEM /
2 ,3 #4 ,5 ,A ,7 ,
1 ,> ,
KRFH1/NRFC<B
XDATA(
MDATA'
KRFH2/ KEXC' HRFH, NRFH' IRFCdO'B), RRfC(2,10
S0'20), YDATAC 50'20)
NDATAX(2O)' M6RAPHAHATK20)' AN
KBLMK
TITLEM<6,U>
4H E'4H G,4HP0IS,4HDEF0/4KFI8R/
4HSTRA,4H #4H i4H r
4HTHER'4H E,4H G'4HPOIS,4HDEF0,4HF1BR,4HTEHP'4KSTRA.4H ,4H r
4H MOD4H MOD4HS0M*4HRMAT4HE DI
4HIN H4H STR4H STR4H4HHAL4M HOD4H NOD4KSON'4HRMAT4HE DI4HERAT4HIN R4H STR4H STR4H
AHE(2O),AHE ,
' 4HULUS,/ 4KULUS'' 4HS RA', 4HI0N '' 4HRECT,
/ 4HATE ', 4KAIN ', 4HESS '' 4H ,' 4HEXPA,/ 4MULUS,' 4HULUS'' 4HS RA,' 4HI0N ,, 4HRECT,/ 4KURE '/ 4HATE ,, 4HA1N ', 4HESS >, 4H «
UHAME(S)UNAME
4H (HP,4H (HP/4HTIO ,4HTYPE/4HI0N /
4HC1/S,4HC-) *4H(HPA,4H '4HNSID/4H (KG,4H (KG'4HTI0 '4HTYPE'4HI0N '4H<C) /4H<1/S,4H(-) ,4H(KGF/4H f
, IRFM<1O1' KARCC4)/B), KSYSU
4HA) *4HA) '4H<') t4H ,4H0F Mr
4H>4H /4H)4H '4HN d '4HF/HH'4KF/HM/4H(-) /4H <4H0F V,4H '4H) '4H '4H/HH*,4H ,
4H4H4H4H4 HOOD
4M4H4H4H /4H/C)4H««2)4H*»2)4H4H4H00D4H4H4H4H*234H /
IF ( KFIT.NE.O 1 C»LL E«FIT
IF ( KLST.NE.O .OR. KPLT.NE.O ) NGDAPH • MGRAPH + 1IF < NGRAPH.Efl.l ) THEN
111C»LL PLOTS C0.,0.>
[2>CALL PLOT (O.,O./-3>
EttDIFJ - KARGtl)IF ( J.LT.l .OR. J.GT.10 ) J - 11IF ( KSYSU .Efl. 2 > GOTO 200
Appendix F (Continued)
DO 120 1* 1'6XXHAME(I) • T1TLESU/J)CONTINUE
J • KARGC2)IF ( J.LT.l .OR. J.GT.10 ) J - 11DO 140 1" 1/6YrNAHEd) - TITLESU'J)CONTINUE
DO 160 1-1-3UNAflE(l)* KBLNK
160 CONTINUEGO TO 300
UNIT IS "US
200 CONTINUE00 220 !• 1<6XXNAHE(l) - TITLEHd/J}
220 CONTINUE
J • KARGC2)IF ( J.LT.l .OR. J.GT.10 ) J • 1100 240 I- 1'6YVNAHECI) • TITLEFKI.J)CONTINUE
260 CONTINUESOO CONTINUE
IF ( KLST.NE.O )CALL EXLSTP <1REFF<1>)
IF ( KPLT.NE.O ) CALL EXCALL NEWPEN <1)RETURNEND
72-
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE EXF1T
COMMON /MLBFT1/ KFII, IEOFJT, KCOEFdt), C0EFI6), C0EF0<6,16>1 , NXY, NXYDC5), XYD<2.50,5), MXY, MXYDCOMMON /MLBRF3/ ICNDP(S,2O> , RCNDPCa,20>COMMON /C0MPL1/ AT17LE(lfl>' XXNAME<10># YYKAME<IO)
1 , XOATAC 50/20), YDATAC 50/20)CHARACTERS ATITLE. XXNAME, YYNAMECOMMON fCOHPLZ/ PXMIN, PKMAK, PrNIN, PrMAX, XL1* rLl, NPLOT
COMMON /C0HPL3/ AHAT1C20), ANAHE(20>, UNAME<3)CHARACTER'S AMAT1 , AIIAME . UNAMECHARACTER'S AMAT1X , AMANEXINTEGER JF1TXYC16)CHARACTER** IDATAC4)E8UIVALENCE ( IDATA<1),AHAT1X ) . (IDATA13),ANAHEX )
DATA IFITXY / 2,1,1,2,Z,i, 1.2,2,2,2,2,1,2,2,2 /DATA IOATA / 'PRE.1, 'DATA1, 'FITT', *1II6 ' /
IF ( KF1T.NE.1 ) eoTO 200CALL EXFIT1GOTO 000
200 IF ( NPLOT.LE.O ) GOTO 900IF < NPL0T.LE.20> SOTO 210MirE{6,6208>
6208 FORMAT( ' •... OVERFLOW «••• TOD MANY CURVES TO PLOTNPLOT > 20
JPLT1 - HPLTJPLTJ > NPLOTDO 500 I- 1,N
AHATKJPLT2)NDATAIF ( NDATA.E8
PLT
u
m
.0
LOT
AMATIXNDATAX(JPLT1>} THEN
DO 220 J> 1,2XDATA(J,JPLT2) . XDATA(J,JPLT1>YDATA(J,JPLT2) . YOATACJ,JPLT1)
220 CONTINUEDO 230 J* 1,8ICNDP(J,JPLT2) . ICNDP(J-JPLTl)RCNDP(J,JPLT2) > RCNDP<J,JPLT1)
230 CONTINUEELSE
I F < K F I T . E 8 . 2 ) THENIF < C O E F ( 1 ) . E f t . O . .AND. C O E F ( 2 ) . E Q . O . )
A8
XDATAC1/JXDATA{2^J
PLT2)
- COEF(l)- C0EF(2)
- PXNIN> PXHAX
ELSE
ENDIF
X D A T A O . J P L T 2 ) . AXKATA<7,JP1.TJ> . 6
Appendix F IContinued)
00 240 J - 1,2YDATAIJ.JP1.T2) • B'XDAT«( 1, JPLT2)»A
240 CONTINUE
6250 FORMAT* / 12X,'X'^ISX,'t1,9X,•FITTING',5X,•PERCENT' / )00 270 J-1,NOATAFIT > A*XDATA<J,JPLT1)*BIF ( ABS (FIT) .LE.l.OE-50 ) THENERR - YDATACJ,JPLT1>
ELSEERR • <YDATA(J,JPLT1)-FIT)/FIT«1OO.
ENDIFWRITE(6,6260) XDATA(J,JPLT1), YDATAQ,JPLT1), FIT, ERR
6260 FORMAT( 1X,1P2E16.3,E13.3,OPF1O.1 )270 CONTINUE
ENDIFIF ( KF1T.E0.3 > THENCALL EXF1T3 (XDATA<1,JPLT1),YDATA(1,JPLT1),NOATAX<JPLT1)
1 .RCNDPU.JPLT1). XDATAU.JPLT2). Y0ATAC1,JPLT2)J , NDATAXOPLT2))WSIT£(»,SJ50JDO 275 J*l,NDATAIF ( IFITXY(IEaFIT).Ea.l ) THENFIT • XDAIA!J,JPLT2)IF ( ABS <FIT) .LE.l.OE-50 ) TNENERR * XDATAIJ,JPLT1)
ELSEERR - (XDATA(J,JPLT1)-FIT)/FIT»1OO.
ENDIFELSE
FIT - YDATA(J,JPLT2)IF < ABS <FIT) .LE.l.OE-50 ) THENERR - YDATAtJ,JPLT1)
ELSEERR « CYDATACJ,JPLT1>-FIT)/FITslOO.
EN01FENDIF
WR!TE(6,62A0) XDATACJ,JPLT1), YDATA(J,JPLT1), FIT, ERR27S CONTINUE
ENDIFEXOIF
JPLT2 - JPLT2-1ANAHEIJPLT2) • ANAMEtJPLTl)AMAT1CJPLT2) « AMATKJPLTl)NDATAXCJPLT2) - NDATAXCJPLT1)NDATA > NDATAX(JPLTl)IF ( NDATA.ES.O ) HDATBA - -2DO 2B0 J* 1,NDATAXOATACJ-JPLT2) . XOATA(J,JPLT1)YDATAtJ,JPLT2) m YDATA(J,JPLT1)
280 CONTINUEDO 290 J- 1,BICNDPU,JPLT2) - ICNDPCJ.JPLTl)RCNDPCJ,JPLT2) - RCNDPCJ,JPLT1)
290 CONTINUEJPLT2 - JPLT2-1JPLT1 . JPLT1-1
500 CONTINUE900 RETURN
END
- 73
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE EXFIT1C
COMnOH /HLBFT1/ KF1T, 1EQFIT, NC0EFC16), C 0 E M 6 ) ' C0EF0C6,16)1 . NXY, NXYOCS), XYD<2.S0,S>, H O , HXYOCOMOH /CDltPLl/ ATlTLEdB), M H t M E d O ) . YYNAMEtlO)
1 , XDATAt 50,20)/ YOATA! 90,20)CHARACTER* ATITLE, XXNAME. YYHAMECOMMON /C0MPL2/ PXMIN. PXMAX, PYM1N, PYHAX, XL1, YL1. NPLOT
1 , NDATA, NDATAX(20>, N6RAPHCCc
IF ( NXY.LE.O ) GOTO 900oo n o l.i,«xrHDATA - NXVD(l)IF ( NDATA.LE.O > GOTO 140NPLOT - «PLOT<1>DATAXCNPLOT>>-IIDATA
DO 120 J-1,«D*T«XDATA(J,«PLOT). X
120 CONTIKUE140 CONTINUE
CCC
900 RETURNEND
EXMINX (DATA,MD1,NPLOT,MDATAX, OHIN, DHAX)
DIMENSION DATACHD1,1), NDATAX(l)DATA DfUNO, OHAKO / 1.E70, -1.E7
OtllN • 0.DMAX - 0.IF ( NPLDT.LE.O > 60TD 900DMIN . DHINODNAX •• DHAXO
DO 200 1* 1,NPLOTNDATA > IABS (NDATAX(D)IF < NDATA.Efi.O ) NDATA - 2DO 100 J> 1,NDATADKIN - ANIN1 <DM1K-O«IA(J,I))DHAX - AHAX1 <DHAX,DATA(J,I))
100 CONTINUE200 CONTINUE
900 RETURNEND
Appendix F (Continued)
SUBROUTINE EXFIT2 (XDATA,YDATA,NDATA, A, B)DIMENSION XOATA(l), rDATA(l)DIMENSION AAC2), BB(2), SE<2>EOUIVALENCE ( AA(1>,A1 ) , ( BB(1),B1 >, ( SEC1),SE1 )EIUIVALENCE ( AA(2),A2 ) , < BB(J)-B? ) , ( SEC2),SE2 >DATA EPS / l.E-10 /SE<1) - -1.SE<2> - -1.A!t!IFXNYH00XHYN
- 0.• 0.
< NDATA.LE.l >• XOATA(l)- YDATAC1)
20 I- 2,NDATA- XDATA(I)+XH• YOATAdllYM
20 CONTINUEXHYHSKS»SXYDORX
- XH/NDATA- YH/NDATA• 0.- 0.- 0.
40 !• 1,NDATA- XDATACD-XH
SX - RXaftX+SXSY <• RY«RY+SY
ccc
ccc
40
ISO
to
100
CONTINUE
IF <BlAlSE1IF tB2A2SE2CIF <CB2A250T0
AeIIF {IF IIF (BA
SX.LT.EPS )• SXY/SX- VM-BliKH
SY.LT.EPS )• SXY/SY- XM-B2aYN• SX-B2>SXY• ABS (B?>
C.LT.EPS )• B2• 1.0/C* -A2/C
100
- 0.• 0.- 1
5E<1>.GT.SEC2) ) 15E<1).LT.O. ) Il.OT.J ) 1• BBII)• AAII)
RETURNEND
- 7 4 -
JAERI-Data/Code 97-049
SUBROUTINE
Appendix F {Continued)
EXFIT3 <XDATA1,YDATA1,NDATA1,RCND1,, NDATAX)
XDATA, YDATA
DIMENSION XDATAK1), YDATAKDs RCND1C8), XDATA<1>* YDATAU)COMMON /HLBFT1/ KF1T, IERF1T, NC0EFU6), C0EFC6), C0EF0(6,16>1 * NXY, NXYD<5>, XYD<2,50/5), MXY, HXYDCOMHOH /NLBFT2/ NE8CF(16>, IEGCFU/16)CHARACTERS IE6CFCOMMON /MLBRF1/ KRFM1, KRFM2/ KEXC, HRFN, NRFN, IRFMJ(IO), KARGC4)1 > HRFCC8), IRFCUOtB)* RRFC(2,10,«>, KSYSU
DATA EEDATA NXKDATA TOLLE
/ 2.71B28 // 50 // l.OE-10 /
CALL EXN1MX (XDATA1 (1 > ,«DATAl , l r«DATA3. - XHMlr XNX3)DX • X n x i - X N N lIf ( DX.6T.TDLLE i 6070 120HDATAX • 0X O A T A ( l ) - XDATA1(1)XDATA(2>- XDATAK1)Y D A T A ( l ) - Y0ATAK1)YDATA(2)> YDATAl t l )6DT0 900
120 OX • DX/NJCXXMN > XHN1-DX
IF ( IE6F1T . L T . 1 .OR. 3 E 8 F I T . 6 T . 1 5 > CO TO 7 0 0IF ( K A R G ( 2 ) . N E . 1 0 > GOTO BOOIF ( KARG<1).EQ. 9 .AND. < I E & F I T . L E . 1 3 .OR. I E 6 F I T . E 8 . 1 5 ) )
1 60 TO 200IF < K A R < j ( l ) . E 6 . 8 .AND. l E Q F I T . G E . i l > 60 TO 200
200 60T0 ( 210,220/230*240*250,?60'270#2BO'290'3001 , 310/320,330,3*0,350 ) , IESFIT
210
212
220
If -XK
XDATAfU-
CONTINUE60TO 900
DVN -XK *
COEF<1)+0.01C0EF(2)
XDATAKU
1 ./COCF(l)COEF(2)
E - COEFU)IF I E.LE.O. ) E - RCK&K7)MDATAX - - H D A T MHDATA * NDATA1DO 222 1-1,NDATA
Appendix FYDATAU)- YDATA1C11tO»Tl«UECOTO 900
DVH - 1./C0EFC1)
SIGOE -IF < E.LENDATAX >NDATA >DO 232 1-1XDATA(I>-
CONTINUE60TO 900
XK •SI6CI mIF { E.LE.EPSCNOATAX -NDATADO 242 1-1XDATACIJ-YDATAtl)*CONTINUE60T0 900
. m
H -
EL »EM *NDATAX -NDATA00 252 1-1EPSPXDATA(I>-YDATA(1)«CONTINUE60T0 900
COEF(S)
0. ) E - RCN01C7)-HDATA1NDATA1,NDATAYDATA1(I)/E«((YDATAKO-SIGO}/KK>
COEf(li*0.OlC0EF(2)COEF(3>COEF(4)0. > E - RCND1C7)SIGC/E-NDATA1NDATA1,NDATAXCATAICI,C(XDATA1(I>-EPSC)**N}*XK«SIGC
CDEF(11*0.01C0EFC21+0.01C0EF<3>*0.01EE**LEE>«M-NDATA1NDATA1
,NDATAXDATAWI)EPSPC0EF(4)«EPSP**N+EL»EM««EPSP
I DVN • 1 . /COEF(l)A > C0EFC2JSIGO - C0EFC3)E • COEf(i)IF < E.LE.O. ) E - RCNDATAX « -NDATA1NDATA * NDATA1DO 262 I-I-WOAT*XXI » l.-(YDATAl<IF ( XX1.LE.0. > XXI
- 75 ~
JAERI-Data/Code 97-049
cz
cc
c
cc
262
270
272
280
282
290
292
300
CONTINUEGOTO 900
DVH •X* •SIGC •SIGIEIF < E.i-E.XXI "XI2
NDATA •DO 272 I-!
Appendix F (Continued)
l./COEF(1)COEF<1>C0EF<2)C0EF<3)COEF(t)
XH.SICIl./(SI6C-SIGI)
HDATA1I,ND«T«
IF C KX3.LE.0. ) XX3 - 1.
YOATAU)-CONTINUEGOTO 900
N »N •
»
BNDATAX •
CONTINUEGDTO 900
C •
H -
P •SIGO >CP -NDATAX -NDATA -
VDATA1(I)
COEF()>*0.01-NC0EFC2)C0EF(3>-NDATA1
l.NDATA
COEF(l)C0EFI21COEF(]>COEFU)O P-NDATA1N0ATA1
00 292 1-1.NDATAEPSP •XDATA(I)-YDATACI)-COHTINUEGOTO 900
M -112
X0»t»lU>EPSPSIGO+CP»EPSP/<1.+P«EPSP>+H«I
COEF(1)-*O.O1N + 2
00 30« I*1^NDATAXDATA(I)* XDATAKI)VDATA(I)* C0EFC2)DO 302 J-3*N2
Appendix F (Continued)
VCATAU)- VCHIA(I). COEF (J > • (XDATA< I).. ( J-2))302 CONTINUE301 CONTINUE
60T0 900
310 N - COE FCD' 0 .0 1A • COEF(J)B - C0EFC3)NDATAX • -NDATA1NDATA • NDATA1IF ( KARGCD.EQ.0 ) THENEPSN • RCNDK£)»>N00 312 I.l.NOATAXOATAU}- XDATAKI)YDATA<1)> A*t l .+B*ALOG(XDATA1<1)))*EPSN
312 CONTINUEELSE
EPSR - DCND1CS)<<1 - A>(l.tB>ALOG(EPSR>>DO 314 1-1/NDATAXDATA(I>« XDATAKI)r O A T A U ! ' K«1«(XDATA1U)«««)
314 CONTINUEENDIF
320 « • COEMlH0.Cn« - COEF(2)«0.01XK - C0EF<3)C ' COEFU)NDATAX • ~NDATA1NDATA • NDATA1IF ( KARGCD.E8.B ) THENEPSN • RCNDK6)>*NDO 322 !>1>NDATAXDATA(1)> XDATAK1)TDATA<1>> XHX1.»CMXDAT«1<1) •.»)>.EPSN
322 CONTINUEELSE
EPSR - RCNDKS)XXI « XK«(1.«C«<EPSR*»H)1DO 3?4 I>1,NDATAIDATA(I)> XDATAKI)1DATAU>> XXlXXDATAKIXiM)
324 CONTINUEENDIF
GOTO 900
DVH • l./COEFd)H • COEF(l)tO.OlC • C0EF12)H • C0EF(3>SIGY . COEFH)E • C0EF<5)IF ( E.LE.O. ) E • RCNt)KSIGY - H«S1GY
- 7 6 -
JAERI-Data/Code 97-049
Appendix F (Continued)NDATA - NDATA1IF ( KARGCD.E6.8 > THENEPS - RCN0K6)XXI - SI<jY"<l.+HSIGY«EPSP>00 332 I-WNDATAEPSP • EPS-Y0ATA1UWEXDATA( l ) - C*<YDATAKI ) /<HaEPSP- fS IGY>- l . )« *HYD AT* 1 1 ) - YOATAKI)
332 CONTINUEELSE
EPSD - RCNDK5)XXI - SlQT/HXX2 • l . /CSieYa( l .+(EPSR/C)«aDVH>)DO 334 I-WNDATAX0ATAU3- rOATAt<I)/E+XXl«<YDATAl<I>«XX2-l.>YDATAU)" YDATAKI)
cc
cc
334
340
342
350
352
CONTINUE
GOTO 900
XK -CNDATAX >
DO 342 1-1XDATA(1>«YDATACI)•CONTINUEGOTO 900
M •N -XKNDATAX -NDATA
COEF(l)C0EM2O-NDATA1
-NOATAXDATA1(I)XK*C*ALOG
COEf C1)*OC0EF<2>*0C0EF<3)-NDATA1NDATA1
IF < KARGm.Efi.8 )EPSNXXIDD 352 I«lXDATA(I>>VOATA<I>-CONTINUE
EPSRXXIDO 354 1-1
RCNDK6)XKa(EPSM»/NDATAXDATA1 CD
END IF
XDATAK1
0101
THEN
N>
XX1*<XDATA1<I)*«M>
RCN0K5)XKa CEPSRm'NDATA
ELSE
M)
354 CONTINUEEND1F
GOTO 900700 WRITE(6s6?10) IE0F1T
4710 FDRMAT< 1SM0. EQUATION N0.'13^19H IS NOT AVAILABLE * )GOTO 900
800 yRITECA,6810)6810 FOKHATt 30H0* UHMATCH DATA AND EQUATION • )900 RETURN
END
Appendix P (Continued)
SUBROUTINE EXLSTP CIHEFF3
INTEGER IREFF<2'1)COMMON /MLBIDX/ JMAT/ INAT, K S / 1SS, IPB/ 1WD* JWDFIB# JTEMP
1 / JEPSRs JREFFCDri'UN /nLBK' 1 ' KN F M I ^ KRFH2^ KtXC/ M^FM/ NRrM^ IKr'ClU/^ KnKu
1 * NRFCCB), JBFCflO.B), RBFC(2,10,8). KSYSUCOMMON /MLBRF3/ 1CMDP(8,2O>/ RCNDP(B'20>COMMON /C0MPL1/ ATITLE(IB)/ XXNAHE(10>, YYNAME(IO)
1 * XOATAf 50,20), YDATA( 50^20)COMMON /C0MPL2/ PXMIH, PXMAX, PYHIN, PYHAX, XL1, Y H . NPLOT
CHARACTER lCHtttilZOCHARACTER K H A C 3 X 4CHARACTER KDFTYPC3/3)«4CHARACTER IXVSY(6,10/2>»4CHARACTER«72 CTITL1
APH
CHARACTERSDATA CBLNK /
CTITL2(72)r CBLNK
KDFTYP / 4HC0HP/4HRESS/4HI0N, 4HTEN$,4HI0N ,*H
4H #4H -4H/ 4H THE'4HHMAL'4M EXP/4HANSI/4H0N C/4K1/K), 4HY0UN/4HG'S /4HH0DU/4HLUS /4H(MPA/4H)/ 4H SHE>4HAR M^4H0DUL<4KUS Cr4HMPA)/*H/ 4H P0I,4HSS0Ns4H'$ R/4HAT10/4H <-)/4H
12a4H
4H ST,4HRAINs4H RAT/4HE (l^H/S)4H ,4H STR/4HAIN ,4H(-> /4H4H /4H$TftE'4KSS (,4HNPA>/4H4H THE/4HRHAL/4H EXP,4HANSI ..4H0N C4H E/4M HO0/4HULUS/4H (K6/4HF/MM4H G/4H M00/4HULUS/4H CKG/4HF/NM4H P0I/4HSS0N/4H'S R/4HATI0/4H <-)
4H
4H /4HRATU/4HRE C/4HO,4H RAT/4HE (1*4H/S>
* TITLE •CALL PLOT CO. 0.^.666)CALL NEWPEN CD
»EAD (CTITLl'*(72Al)-> (CTI7L2(2>'1-1/72)DO 500 I-1/NPL.0TCALL SYMBOL ( 5.0/190.,3./'TABLE . 'JK = 73DO 100 IK-2'7?J»: • JK-JIF ( CTITL2CJK).EQ.CBLNK) GOTO 100CALL SYMBOL C50./190./3./CTITL2CD/0./JK)GOTO 110
100 CONTINUE110 CONTINUE
- 7 7 -
JAERI-Data/Code 97-049
Appendix F (Continued)
• 0.0• ieo.o
- XX+5.0. YY-4.CSYMBOL (X ,Y,3.0,'MATERIAL',0.0.Bl
CALL SYMBOL <X*39.0,Y,3.0,'(CURVE «0.',0.0,101X . X«69.0111 • ICALL NUMBER (X, V,3.0,Rl,0.0,-1)IF ( I.GE.10 > X - X + 3.0CALL SYMBOL CX+3.0,Y,3.0,•)',0.0,11
155
160
«DATA . IABS CHDATAKC1}>IF < XDATA(9,11.E8.-9999.0 .AND. NDATA.Ee.2 1 THENX * XX+14.0Y • YY- 7.0CALL SYMBOL <X,Y,3.0,'FITTING BY LINEAR REGRESSION',0.0,28)Y - Y-5.0CALL SYMBOL (X,Y,3.0,' Y • A • X + B ',0.0,1611 • t-5.0CALL SYMBOL (X,Y,3.0,' A • ',0.0,71WRITE(I CHAR, 'OPElO.Sl'l XDATA<7,11READ (KHAR,•(3A4)' 1 <1CHA<J1,J-1,31CALL SYMBOL (X+21.0,Y,3.0,ICHA(ll,0.0,101Y • Y-5.0CALL SYBBOL [ X , Y , 3 . 0 , ' B • ' , 0 . 0 , 7 )WRITE(ICHAR,M1PE1O.31'I XDATA(B,I1READ (KHAR, ' (3A41 ' ) ( ICHACJl ,J>1,3)CALL SYMBOL ( X + 2 1 . 0 , Y , 3 . 0 , I C H A U ) , 0 . 0 , 1 0 1YY . Y
ELSE
IF ( NDATAXUl.GT.O 1 THENX « XX+14.0Y . YY- 7.0CALL SYMBOL (X,Y,3.0,"NAME:',0.0,5)XI • X+18.0CALL SYMBOL (XI,Y,3.O,ICNDP(S,11,0.0,161
JRF • 1CNDPU,11/100
IF < RRF.LE.O 1 GOTD 160X2 . X+74.0CALL SYMBOL 1X2,Y,3.0,"REFERENCES:',0.0,11>X2 • X-UO.ODO 1S5 J-1.NRFCALL SYMBOL (X2,Y,3.O,1REFF(1,JRF1,O.O,B>X2 • X2<27.0JRF • JRF+1CONTINUE
Y • Y-5.0CALL SYMBOL (X,Y,3.0,'NO.',0.0,3)RI - JCNDPU,!)CALL NUMBER (X-flB.O,Y,3.0,Rl,0.0,-1)YT • Y
Appendix F (Continued)
X • XXtlO.OY • YY- 4.0IF ( KARG(3).E0.5 .OR. KARGC3).Ea.6 1 THENXI - X44.01 . Y-5.0
• IC*DP<2,!1ALL SYMBOL (XI,Yl,3.0,'DEFORMATION TYPE',0.0,1612 • X*61.0:ALL SYMBOL (X2,Y1,3.0,KDFTYP(1,K),0.0,121
• Xf61.0CALL PLOT (X«9B.0,Yl-2.0.31
IF ( 1UP.GT.0 > THENYt - Yl-7.0CALL SYMBOL (XI,Yl,3.0,'FIBRE DIRECTION',0.0,151CALL SYMBOL (X2,Yl,3.0,ICNDPI3,11,0.0,41CALL PLOT <X«98.O,Y1-2.O,31CALL PLOT (X ,Y1-2.O,2)
ENDIF
Yl . Yl-7.0CALL SYMBOL (XI ,Y1,3.0,'TEMPERATURE (K)',0.0,191CALL NUMBER <X2+3.0,Y1,3.0,RCNDP<4,I],0.0,21CALL PLOT (X*9B.O,Y1-2.O,3)CALL PLOT (X .Yl-2.0,21
IF ( CARGO!.Ea.5 1VRITEUCHAR, '(IPEIO.31'1CALL SYMBOL <«1,Yl.3.0,'STRAII
ElM)ITE(1CHAR,'UPE1O.3>') >lCALL SYMBOL (XI,Yl.3.0,'STRAII
ElREAD (ICHAR,'(3A4)' 1 CCALL SYMBOL (X2,Y1,3.O,ICHACi;
Y5-2.OX+98.0X+57.0
THEMRCNOP(5,I1
RATE (l/Sl',0.0,171SEHOP(6,II(-!',0.0,101
IDIFCHA(J1,J-1,31#0.0,10)
CALLCALLCALLCALL
PLOtPLOTPLOTPLOT
(X ,YY,31(X1.YY.2)<X1,Y ,21(X ,Y ,21
END1FENDIF
END1F
- 78 -
JAERI-Data/Code 97-049
Appendix F (Continued)
Y • YY- 4.0X - XX+10.0XX3 • X - 4.0DO 350 J»l«NDATAs30JJ - J + 29IF ( JJ.6T.MDATA ) 4XXIXX2XX 2XTVT
> XX3* 4.057.0
- KX2+57.0- XX1+« Y -
2.04.25
DO 230 K*l/2KVS - KAR6(K)CS2 • 2.5IF ( KVS.ER.l > CS2 ' 2.2CALL SYMBOL (XT,YT.CSZ.IXVSYd.KVS.KSYSU),0.0,21)XT « XT+37.0CONTINUE
T - 4.0T2 - 0.5XXU17.5XX8-H7.5
0 310 K-J.JJ1 . Yl-4.0RITE(1CHAR.'UPE1O.3>') XOATACICI)EAD (ICHAR,•(3A*)* > (ICHA(L),L-1,3)CALL SYMBOL <X1,Y1,2.5, ICHA(1),O.O, 10)URITEUCHAR.MIPEIO.S)') YDATA<K/1>READ UCMAR,•(3A4) l ) (1CHA(L)'L-1'3)CALL STHBOL CK2/M,2.5# 1CHAC1) ,0.0,10)COKTiauE
cc
c
•
c
YlCALLCALLCALLCALL
CALLCALLCALLCALL
- Yl-aPLOTPLOTPLOTPLOT
PLOTPLOTPLOTPLOT
350 CONTINUE
CALL
CALLCALLCALL
500 COHTI
PLOT
PLOTPLOTPLOT
• UE
RETURNEND
.0(XXI,OCXS,<XX3,(XXI,
(XX2.(XX2.(XXI.(XX3,
(300.
<o..o(O.,C(O.*C
Y1.3)Yl,2)Y ,2)Y ,2)
Yl,3>Y ,2)Y2.3)YS,2)
,0.,-3)
.,777)
.,666)
.,888)
Appendix F (Continued)
SUBROUTINE EXCRA(IREFF)
I«TE«ER IREfFU.l)
COHHOR /«LB«F3/ ICKDP18.2O). IC»CP<«,20)CONMOR /MLBRF1/ KRFMl^ KRftt2. KEXC. NRFM. HRFH. IRFM(IO). KARG(O
1 # MRFC<t). IRFC(IO.B)' *RFC(2,10*8). KSYCUCOHHOII /COHPLl/ ATITLEdO, XXNAHE(IO). YYNAHEdO)
1 . XDATA( S0«20)r YOATA< 90*20)COMHON /C0KPL2/ PXH1H. PXPIAX, PYHIR. PYHAK, XL1, YL1. NPLOT1 . NDATAf NDATAX(20). NGRAPH
CHARACTER>72 CTITL1CHARACTER.! AT1TLE. «««A«E. TTHABECHARACTE«>1 CTITL2<72>< CBLK
/ 300.. 210. /ccc
c.c
DATADATA
IF <
BOX •
CALLX80XX
CBlurXBOX. YBOX
NPLOT.LE.O )
•EWPE" (1)- XBOX-20.
XBST - -20.
CALLCALLCALLCALLCALLCALLCALLCALL
PLOTPLOTPLOTPLOTPLOTPLOTPLOTHEMPEN
<0.,0.<XBST.(XBOXX1IB0IX(IBST(XBST(0..D.(1)
666)5.0.-3.0YBOXYBOX-S.O3)
3).2).2).2).2)
C* TITLE a
CALL SYMBOL ( 10.0,8.,3.-'F]6. . 'sO.,11)«RITECCTITL1,'(18A4>1> (ATITLECl)/1-1,18)
DO 220 1-2,7?J - J-lIF < CTJTk2<J>.EQ.CBLNK> GOTO 220CALL SYMBOL <S0.s6.'3.'CTITL2Cl)'0.*J>SOTO 300
220 CONTINUE
300 CONTINUE
- 7 9 -
JAERI-Data/Code 97-049
Appendix F (Continued)
Y - 0.01 - 1CALL SYMBOL ( X,Y,3.0,'MATERIAL NAME:',0.0,14)XI • K+45.0CALL SYMBOL CXI*t.3 .0*ICNDP(5r1),0.0*16)
Ccc
JRF - ICNDPU/imOOHRF • ICNDPE4, I ) -100«JRF
X2 - X+74.0CALL SYMBOL ()I2,Y,3.O, 'MATERIAL HO.:',0.0,13)RI - ICNDP<1,1)CALL NUMBER (X2*42.0,Y,3.0/RI/0.0,-l>
IF ( NRF.LE.O )« - K+143-0
X2 - X+188.0DO 133 J*1,NRFCALL SYMBOL (X2/Y,3.0,IREFF(l,J«F),0.O,e)X2 - JC2 + 2O.OJRF - JRF+1
155 CONTINUE160 CONTINUE
• PLOT CURVES «
CALL PLOT (300.,0./-3>Ct <3>C
CALL PLOT (0.,0.,777)CALL PLOT (0.,0.,666)CALL PLOT (D.,D.,BBB)
Appendix F (Continued)
SUBROUTINE CURVE(:>••->•••***•*••»->••*>*•>•*>**>•••*•>>••*••>••••>»•••<•-*•••*•••*•<*••<cC PLOTTING PROGRAMCC 1MPUT DATAC ATITLE (IB) • HEADING (MAX. 72 CHARS.)C KTITLE (10) - TITLE OF X-AXIS (MAX. 40 CHARS.)C VTITLE (10) * TITLE OF Y-AXIS (MAX. 40 CHARS.)C 1PARH - PARH. -1 LINEAR' -2 SH0OTHIN6C PXNIN'PXMAX - USER DEFINED MIN. AND MAX. VALUE OF X-AXISC IF PXHIN-PXMAX-0.0 THEN AUTOMATIC SCALE.C PYHIN/PYMAX - USER DEFINED NIN. AMD HAX. VALUE OF Y-AXISC IF PYM1N-PYMAX-0.0 THEN AUTOMATIC SCALE.C NPLOT - NUM. OF PLOTTING CURVE/GRAPH (MAX. 20)C NDATA • NUM. OF PLOTTING DATA/CURVE (MAX. 1000)C XDATA (NDATA) - XOATA OF 1-ST CURVEC YDATA (NDATA) > YDATA OF 1-ST CURVEC XDATA (NDATA) - XDATA OF 2-ND CURVEC YOATA <NDATA) • YDATA OF 2-NO CURVEC END OR IF YOU WANT NEXT GRAPH THEN REPEAT F«QW ATITLE DATA.CC...> •>>••*•••.**•*...•••>...••*.>.>•..*..«..•.«. .......*.........
cCOMMON /HLBRF1/ KRFM1, KRFM2/ KEXC, MRFM^ NRFM, IRFH(lO>, KAR&U)1 , NRFC(B), IRFC(10,B), RRFCC2,10#8)' KSYSUCOMMON /NLBPL1/ IAXESC2), KMESH/ KCVNAH, JCVNAM(20), 1CVNAM(5/2O>CHARACT€ft«« ICVNAHCONHON /C0MPL1/ AT 1TLE(IB),XXNAME(10),YYNAHE(10)• rXDATA( 50,20),YDATA( 30,20)COMMON /C0MPL2/ PXMIN,PXMAX,PYMIN,PYMAX,KLl*YL1,NPLOT,NDATA1 ,NDATAX(20), N6RAPHCOMMON /C0MPL3/ AMAT1(20),ANAME(20),UNAME(3)
COMMON /NAL/ NALPHACHARACTER>2 CNUH1(20)DATA CMUNl /• 1',' 2',' 3',' *',• 5*,' 61/' T t' B',1 9','10',
IPARH-1CC...PLOT INITIAL SETC...PLOT NODE SYMBOL
XXI - 178.5YY1 • 182.0DO 100 1*1,NPLOTYY2 • YY1 - (I-D-5.0FPN1» 1+0.005IF ( I .GE. 10 ) GO TO 90CALL NUM6ER<X)I1-2.O,YY2,2.4,FPN1 ,0.0,-1)GO TO 95
90 CONTINUECALL NUMBER(XX1-3.5,YY2,2.4,FPN1 ,0.0,-1)
JCVN- JCVNAM(l)IF ( JCVN.E&.O ) THENCALL SYMfiOL(XXl+ 5.0,YY2,2.4,ANAHE(I),0.0, 8)CALL SYMBQt.(XXl-*30.0,YY2,Z.4,A*A1VlU>*0.0, B)
ELSE
- 8 0 -
JAERI-Data/Code 97-049
Appendix F (Continued)XX • XX1-.5.0CALL SY«.BOLtXX.YY2.2.t,KVNAIlCl,I).O.O.2O)
EHDIF100 CONTINUE
...SET msjoE BO* oRieia
CALLCALLCALLCALLCALLCALLIF (IF tCALL
PL0TC35.0.PLOT< 0.0.PLOTCPLOT!PLOT(PLOT(KHESH.1AXESCBEVPEN
XXXL1-XL1DO 150 1-1.YYHEIT- 20.1
CALLIF (
IF (
PLOTf IKDESH.
KNESH.
.0.LI.LI.>.O.E.O
30.0.-3)0.0. 31YL1. 2)Y L 1 . 1>0.0. 2)0.0. 2)> THEN
>.E«.O ) THEN1)
•
.0.a.i
a.2
FLOAT(I)
YYHEIT. 3 >) T
E
ISO CONTINUE
J.I )ELSE
THEN2 )ENDIF
ENDIF
END IFTHE*IF ( IAJESfD.Ee.0
YYYLI»YLIDO 200 1-1,9XXUITH- 20.0 • FLOAT I I )IF ( I.6T.7 ) YYYLW20.0CALL PL07( XXWITH. 0.0. 3 }IF ( KMESH.ES.l ) THENCALL DASHP { XXWITH. YYYL1
IF < KIIESH.Ea.2 >
1.1 )ELSE
THENCALL PLOT ( XXMTH. YY»L1, 2 )
EMDIFENDIF
200 CONTINUEENDIF
ENDIFCALL NEUPENU)VX» XL1VY. YL1
C...PLOT TITLEYTP«u»«-20.01F( NALPHA.EQ.4 > YTPNUH--22.51F( NALPHA.EB.5 ) YTPNUH--2S.0IF< NALPHA.Ea.6 > TTPNUH--27.5CALL 5YHB0L( 60.0.-11.0.3.0.XXNAHE.O..20)
CPL0T10<2)CALL SY«BOL<YTPNUH.YL1*»..3.0.YY«A>IE, 0..24)
CC...M1N..HAX.
Appendix F [Continued]
00 150 I-l.NPLDTIF ODATAXI) .HE. 1) GOTO *5CNDATAK11) - 2
YDATAt2.I) • YOATAd.I)ISO CONTINUE
IF (PXN1N.NE.0.0 .OR.PXHIX.NE.0.0) GOTO 500CALL EXHINXCKDATA(l.l). 5O.NPL0T.NDATAXtl). PKH1N* PXNAX)
SOS COKTHUEIF <PYM.IN.NE.0.0 .OR.PVHAX .NE.O.O) GOTO 600CALL EXMINX(YDATA<1,1), S0.DPL0T.NDATAXI1). PY«I«. PYKAX)
...DEFAULT YHIN - 0.0
IF CPYMIN.6E.0.0) PYM1N - 0.0600 CONTINUE...PLOT AXIS... X-AXIS
IF ( IAXESC1).E8.0 ) THENDX1 - (PXHAX-PXMIN)/5.0CALL AXFUNK0X1.SDX, ISUFX)DX • sox>;.o/vxPXHAX1 - PXHIN •» SDXa5.0PXM1M1 - PXN1NCALL PLTAX2<1.VX.PXHIN1.PXMAX1.SDX.ISUFX)
ELSEIF ( IAXESC1KE0.1 ) THEN
OX * CPXHAX1-PKMIND/VXCALL PLTLGV< XDATA<1.1) , SO.NPLOT.NDATAX(l))
ENDIFENDIF
... Y-AXIS
IF < IAXESC2).Efi.O ) THENIF (PYHIN.6E.O.0) GO TO 650TYH1 • -PYHINDY1 s PVHAX/3.0IF tOYl.LT.TYHl> CALL AXFUN1(TYM1.SDY.ISUFY)IF <OY1.6E.TYK1> CALL AXFUH1IDYI .SOY.ISUfY)PYMAX1 • SDY*3.0PYMIN1 - -SDY
6S0 CONTINUEDri • (PrMAX-PYHI«)/4.0CALL AXFltNKDYl.SDY.ISUFY)PYHAX1 - PYMIN • SOY«4.0PVM1N1 > PYHIN
660 CONTINUEDY * SDYcA.O/VYCALL PLTAX2(2,VY.PYMIN1.PYHAX1,SDY,1SUFY)
ELSEIF ( IAXES<2).EQ.l ) THEN
- 81 -
JAERI-Data/Code 97-049
Appendix F IContinutd)
CALL PLTLGVC YOATA(l'l) , SOrNPLOT'NPATAXCl})
60 TO A80
60 TO 690
cz
cc
c
ccc
..PLOT CURVE
DO BOO 1*1sNPLOT
YOATAfNDATAYOATAtNDATA
*BO CONTINUE
...CONSTANT VALUE
XDATAO*XDATA<2,X[>ATA(3fXDATAC4*YDATAC3/YDATAC4*NDATA
690 CONTINUE
tS)
1)I)1)I)I)I)
• 1,• 2/
. p
* p
a P
* 0
* D• 2
I)-OXD-PYNXN1I)-Ot
XH1N1XH.AX1XHIN1
YMIN1
IF< ( NDATAXCI).GE.O .AND. KARG(4).GT.O >• .OR. < NOATAXCI) .LT.O .AND. KARSUKNE.O >* . 0 R . < NDATA .E4 .2 .AND. X D * T A ( 9 , I > . E 0 . - 9 9 9 9 . ) )* THEN
CALL NEWPEM(2)CALL L I N E ( X 0 A T A ( l r l } ' Y O A T A ( l W } r N D A T A / l / O - I D H Y )
TTHP1-NDATA/6
DO 700 KKK-1-NDATA,2
CALL SYMBOL (TX,TY,2.O,CNUMlCn,O.x2)700 CONTINUE
CALL NEWPEM<2)
CALL NEWPEN(l)
600 CONTINUE9000 CONTINUE
CC- . -RESET ORIGINC
CALL PL0T<-35.0,-30.0>-3>RETURNEND
Appendix F {Continued)
SUBROUTINE AXFUH1CDX1,SDX,ISUF)O
AXIS FUNCTION (ROUND NalOa'ISUFX >
TX - ALOGIO(DXI)IF <TX.LT.0.0) TX • TX-1.0KX1 • IFIX(TX)ISUFX - KX1SX1 • FL0ATCKX1)F > DXl/(10.0»aKXl)
If (F.ST.5.0)IF (F.GT.A.O)IF (F.6T.5.O)IF (F.GT.2.0)IF (F.67.1.0)
60 TO60 TO60 TO60 TOGO 70
100200300
i CONTINUESDX - J0.0--CSX1+1.0)RETURN
CONTINUESDX - 5.O*10.Oa«SXlRETURN
CONTINUESDX > 4.0«10.0»«SXlRETURN
< CONTINUESDX > 3.0*10.0**SX1RETURN
500 CONTINUE
RETURNEND
-82~
JAERI-Data/Code 97-049
Appendix F (continued]
SUBROUTINE PLTAX2(IXY<ALEN'XIIIN*XHAX/SD'1SUF)
IHPUTIKY
( 0RlfilN-<0.0/0.0) )
1 XAX1S / -2L£«6T« OF AXISKIK. OF AXISHAK. OF AXIS
10.0*a 1SUF
ccc
cc . . .c
ccc
1 0 0
1X1 • 1SUFKX1 • ISUFKX2 • KX1-2
IF (KX1.EQ.0) KX2 >IF ( K X l . E a . l ) KX2 -
OELX • SDIF C1XY.EG.2)
0> • KLEN/5.0DO 100 1 .1 ,207X-D4U1IF (IX.GE.JkLEK)CALL *LOT(TX,1 .0 ,3 )CALL PL0T<TX,-1.0,2>CONTINUE
KX1KX1 - 1
GOTO
GOTO
DO 200 1-1,20TX-DAMI-D-3.0TV—5.0IF ( TX .6T.ALEN)TN-XMIN-* DELX«(I-1>IF (ZX1.LE.-2) TN-CALL WUMBERCTX,TY,3.0^
200 CONTINUE
IF (1X1 .G1.-2) GOTO 300CALL StHBOLi ALEK +J0.,-5.0/3.0,•CXtO >'/0.0*7TN-1X1CALL MUHBERf ALEN + 1 0 - * 1 2 . , - 3 . 0 / 2 . O # T N ^ O . O # - 1 )
300 CDNTIKUE
*00 CONTINUECC...PLOT Y-AXIS
App«ndix F (Continued)
GOTO 700
DO 500 1-1.20TV>DA*IIf (TT.GE.ALEH)CALL PL0T<-1.0/TY/3)CALL PLOT< 1.0»TY,2)
500 CONTINUE
GOTO 500
TPNUM6--15.0IF<KALPHA.E0.3) YPNUNB>-17.0IFCNALPHA.E6.4) YPNUMB>-19.SIf(NALPHA.EO.S) YPNUHB--22.5IF(NALPHA.EQ.6) YPNUHB--2S.0
CCc
DO 600 1-1,20TX--12.0TY»DA«(I-1)-1 .0IF ((TY KGT.ALEN) GOTO 600ru'xnm-* DELX«<I-DTN " TN.10.0 ••(-KX2>CALL MUHBEfKTX/TV/S.CTNfO.O,-!)
GO TO 600S50 CONTINUE
CC...PLOT X.XXC
CALL NUMBER<YPNUHB* TY*3.0*TN*0.0#HMKUM )600 CONTINUE
If (KXZ.tQ. 0) GOTO 700CALL SYK90L(-20.0, ALEN +1.0*3.0/'(K10 )'/0.0/7)TN>KX2CALL HUNBERC -8.0/ ALEN *5.O»2.O*TN*O.O,-1>
CCPLOTlOfl)C
700 CONTINUEWRITE<50,6000)WHITE(50*6010) IXY,ALEN,XM1N,XMAXWHITE f50,6020) IX1,D£LX,J>ASKX1,KX2
6000 FOftNATCOV ' HIV PLOTAX CHECK LIST ••* ')
1 3X/'HAX-'.E12.4)6020 FORMATC1 •, ZX,'1X1-'> I 5/3Xv'
1 E32.4^3X'"DA»'^E12.4> ' KXl-'-IS*' KX2-VI5RETURNEND
- 83 -
JAERI-Data/Code 97-049
Appendix F {Continued)
SUBROUTINE PLTAXL CICXY, AXLEH. XHIN.XHAK, XM.1N1, INAXD
COMMON /COMPL
COKMOM /WLCHARACTER*
NDATA/ NDATAX<20>/
1CVNAM
. NPLOT
1CV14A«(5,2O)
DATA EPSO
C* LAIF ( XMlN.GE.t.O ) THENLA • ALOG1O CXMIN)
ELSEIF ( XHIN.LE.EPSO ) THEKLA • 0
ELSELA - ALDG30 (1.0/XMIN)LA - -<LA*1>
EHD1FENDIF
C* LBIF ( XMAX.GE.1.0 ) THENLB - ALOG1O <KNAK]D • 10.••LBD « XHAK-DIF < D.ST.EPSO ) LB - LB + 1
ELSELB • ALOG10 (1.0/KHAX)LB - -LB
ENDIFC
XMIN1 - LAXMAX1 - LBXD - XMXl-XMlNlIF ( MD.LE.EPSO ) GOTO 900XO - AXLEN/XDL - LA-1N - LB-L
C60TO ( 100,200 )/ KXY
CB X AXIS100 Y M TL1
DO 140 1-1,NL • L + l« - LX10 - 1O.««LXN - (V-XHINl)aXDCALL PLOT CXN, 1.0/5)CALL PLOT (KM,-1.0^2)CALL SYMBOL <XN-4.5,-5.S/3.0/'10'./0..- 2)
CPL0T10O)CALL NUMBER U N ,-3.5,2.0,)! ,0.,-l)
CIF ( I.EQ.l .OR. I.EQ.N ) 6D TO 110IF < KMESH.NE.O ) THENIF < XN.GT.XXL1 ) Y • TYL1CALL PLOT tX«,f,3>IF ( KNESH.EQ.l ) CALL DASHP < XN, 0.0- 1.1IF t KMESH.ES.2 ) CALL PLOT ( XN* 0.0/ 2 J
Appendix F (Continued)
ENDIF
GOTO 140110 IF < I.GE.N )DO 120 J-2,9XJ • J»X10II • (AL0G10 (XJ> -XHIND.XDCALL PLOT (XX, 1.0,3>CALL PLOT (XX,0.0/2)
120 CONTINUE140 CONTINUE
IF < KHESH.NE.O ) THENCALL PLOT (XXLI,YLI,3>IF < KHESH.EB.L) CALL DASHP ( XXL1, YYL1,IF ( KHESH.E«.2> CALL PLOT ( IXL1. YYL1.
1.1 )2 >
GOTO 900Y AXIS
XL1
L'10 • 1O.«"L
- IA8S (L>- LAA
IF ( L.LT.O ) MA • HA • 1C
IN • -HAS2.O-B.5YN • (Y-XtlINl>.XOCALL PLOT < 1.0/YH/S)CALL PLOT (-1.0/YH 2)CALL SYNBOL (KN ,YH-2.0,3.0/•10',0./
CPLOTlO(l)CALL NUMBER CKN+4.5/YN ,2.0,Y
IF ( l.EO.l .OR. I.Et.N ) EO TO 210IF < KHESH.NE.O ) THENIF ( YN.6T.YYL1 > X . XXL1CALL PLOT CX/YN/3)IF ( KHESH.EQ.l 3 CALL DASHP ( 0.0/ YN/ 1IF < KHESH.Ea.2 J CALL PLOT ( 0.0, YN, 2
210 IF ( I.GE.N )DO 220 J-2/9YJ - J«V10
EHCIFGOTO 240
CALL PLOT (1.0/YY/3)CALL PLOT (0.0/YY/2)
220 CONTINUE240 CONTINUE
IF ( KHESH.HE.O > THENCALL PLOT (XL1/YYL1/3JIF ( KHESH.EQ.l) CALL PASHP { XXL1, YYL1/
ENDIF
900 RETURNEND
- 84 -
JAERI-Data/Code 97-049
Appendix F (Continued)
SUBROUTINE PLTLGV 1 POATA ,HPD.NPLOT,NDATAP>DIMENSION POHJH.tHfO.il • «D«T«P(1)IF I NPLOT.LE.O > GOTO 900DO 200 1-1,"PLOTMOATlt > I«6S <«0A?AP(I>>IF < NDATA.Et.O > N&ATA • 2DO ISO J-1,«DATAIf < P0»TA(J-I>.LE.O. > 7KE«P D A T A U / D - 0 .
ELSE
150 CONTINUE200 CONTINUE900 RETURN
END
SUBROUTINE 0TLISTCLU1.LU2)DIKERSION IAI20)REMIND LU1« « 1L • 51
15 IF I L -LE. SO ) CO TO 30JO WHITE(LUJ/J)
HRITEaUJ/3) < I. I'l/t >UR1TE(LU2,OL * 1
30
40
50
READILUI*WRITE<LU2If ( L .HWR1TECLU2WR1TE(LU2WR1TECLU2L - I • I« • H * 1GO TO 15CONTINUEWRITECLU2
1
E
,END-50> ( 1AU)5> N,C IACD. 50 > GO TO «06)10) < 1/ 1*1/8 )7)
6)
VRITE<LU2.S)W81T£(LUJ,9> LU1REUIND LU1
1 FORHAK 20A4 )50X, ' INPUT DATA ECHO ' / )A ' , it, 8< 9K/ 1) ) ). N0.'> 3K# 8C 5 0 ' ) , / )5X. 20H, 21, U >
»<• 5 0 ' ) )'• » « CONTINUE * » •' }'• • • INPUT DATA END « • •• )« • INPUT DATA FROH FILE NO. •
10 FOBMATI 25X, t(9X,l}> J11 FORMAT(IHO)
RETURNEND
FORMAT:DRMAT:ORHAT'ORMATCORMAT
14X16X1H0
1KO>1HO>
FORMAT<1HO»
, 'SEO, 14,r J4X,3 OK,3 OK,
30Xy'•
- 8 5 -
JAERl-Data/Code 97-049
Appendix G Data Library
DATA
>EQ. NO.
123456
a9
10111213141516171819202122232425262728293031323334353637363940123
,i,
5»6,7
8
SO
MAT
REFSSR
HAT
REFSSR
HAT
REFcon
SSR
MAT
1 2
•AISC1020"0. 0. 0.1 'R-7'293.,C,,1+1.£-2/10/0.01
0.22
•S45C0. 0. 0.
1001/0.0.
223..0.794..0.
1002/0.0.
2 'R-24','R-25I
293.-T/,36.3E-4/ 9/0.003
0.0950.26
374.,711.,724.
4.2E«2.10.O.OO61 591.,0.0490.22
861.,903.,
1.5E«3,10,0.0061 591.,
0.22
•STEEL'0. 0. 0.1 'R-36'
946.,
0.
•C 0.14, SI 0.20, HN 0
2.0E-4, 4,0.0025.0E-3,14,0.002
0.100.20
3.0E-l,14,0.0020.100.20
4.3 , 4,0.0023.7E»2,14,0.002
0.100.20
293.,T,,5l.OE-3, 3/0.0021.2E-2/11.0.002
0.100.20
l.OE-1,11,0.0020.100.20
1.2 , 3,0.0021 .1E+2,10,0.002
0.10
•STEEL 1
181.,181.,427..529.,241.,458.,563.,310.,431.,525.,599.,
228.,228./412./SOO.232.,444 . ,522.294.,414 .,515.,
1004,0,
0/0/0
4
0
,1
02 379.,0.05 61129 840.,0.36 841
0,0/0 ,1
0.009 349., 0.0.14 757., 0.
0.0096 900., 0.0.095 938., 0.0.25 818.
.,0.
.,0.
0318
015614
0.0115 1100., 0.0185
0.26
.49,
0.10.020.120.250.020.120.250.10.020.120.25
0.10.020.12
0.020.12
0.10.020.12
0,0,0
815.
P 0.008. S
430.. 0.2228., 0.04456., 0.14558., 0.30216.. 0.04483.. 0.14593.. 0.30482.. 0.20448,/ 0.04544.. 0.14627., 0.30
409., 0.2261., 0.04436., 0.14
299., 0.04466./ 0.14
499./ 0.2448./ 0.04530., 0.14
,3
5
11 717.,0.1651 836.,0.69
525.,784.,
659.,955.,
726.,
0.013, NI
526.291.481.573.336.506.612.570.469.555.647.
499.317.456.
350.483.
537.466.541.
, 0.3, 0.06, 0.16/ 0.35, 0.06, 0.16, 0.35, 0.3, 0.06, 0.16, 0.35
, 0.06, 0.16
. 0.06, 0.16
, 0.06, 0.16
0.0490.22
0.030.18
0.030
0.04 •
593.341./500./583.383./529./625.634.498.,572.,666.
354.,473.,
385.,498./
483.,551.,
6
0
767.0857.0
610.780.
795.946.
80S.
0.080.18
0.O8o.ia
0.080.18
0.080.18
0.080.18
0.080.18
389515
425545
507586
389492
419509
49855S
a-5 0
5 o 5 0 5 0 5 0 5 0 5 - -1 2 3 4 5
. - 0 5 0 ! 08
Appendix G (Continued)
DATASEQ. NO.
5152535455565758596061626364656667686970
74757677787980818283S48586878889909192939495969798
1 2 3 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0
0. 0. 0. 0.KEF 1 'R-36'COM 'C 0.14, SI 0.20, HN 0.49, P 0.008, S 0.013/ HI 0.04*SSR 373.zT,,3
l.OE-3, 1,0.002 196.1.2 . 1,0.002 273.1.1E42/ 1/0.002 342.
SSR 473.,T,.5l.OE-3/ 1/0.002 206.1.2E-2, 1,0.002 195.l.OE-1, 1,0.002 185.1.2 , 1/0.002 226.1.1£*2, 1,0.002 294.
SSR2 195. . C , 3, 50.002, 0.05, 0.10, 0.15, 0.20
5.OE-3. 5, 238. 373.3.0E-1, 5, 327. 423.3.7E*2, 5, 521. 555.
85 0
481. 537. 578.502. 556. 595.591. 621. 647.
HAT
>EFCOHSSR
SSR
SSR
REFCOHSSR
•STEEL' 1005.0,0,0,0,30. 0. 0. 0.1 •11-52'•C 0.32, SI 0.24, HN 0.62/ S 0.037, P 0.025 : PRESSURE TEST HACH1NE'189. ,C, ,11.0E-6, 6,0.002 344. , 0.015 388 . , 0.02 430. , 0.025 467. ,
0.03 499 . , 0.035 528.232. ,C. ,1l.OE-6, 7,0.002 310. , 0.01 328. , 0.015 360. , 0.02 396./
0.02S 4 3 3 . , 0.03 4 6 0 . , 0.03S 486.2 8 8 . / C . . 1l.OE-6- 7 ,0 .002 2 7 6 . , 0.01 2 9 8 . , 0.015 3 3 5 . , 0.02 3 6 7 . .
0 . 0 2 5 3 9 9 . , 0 . 0 3 4 2 8 . , 0 . 0 3 5 4 5 2 .
'STEEL '0 . 0 . 0 .1 ' R - 5 2 ''C 0 . 3 2 . S I 0 . 2 4189 . -C ,2260. / 1/0.002 827.350. / 1/0.002 827.232.,C,,3260. , 1,0.002 717.380. , 1,0.002 723.470. , 1,0.002 737.288. ,C,3440. , 1,0.002 634.570. , 1,0.002 641.670. , 1,0.002 64B.
1006,0/0,0,0,30.
HN 0 . 6 2 , 5 0 . 0 3 7 , P 0 .025 : FALL'
H»T 'STEEL' 1007,0,0,0,0,1
5 o 5 0 — --5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7
•5 08
- 86 -
JAERI-Data/Code 97-049
Appendix G (Continued)
DAT* ] 2 j * 5 6 7 •
Stft. MO. 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0
101 0 . 0 . 0 . 0 .102 REF 1 •R-S3"103 COM 'C 0.21, SI 0 .07 , KH 0 .72. S 0 . 0 2 . P 0 .03 , NO 0.014'104 SSR 2 9 3 . , C , , 7105 1.0E-4, 8,0.002 256..0.002 21.1,., 0.01 249. , 0.02 JOS., 0.03 350. .106 0.04 385., 0.0! 412. , 0.06 437.107 135. , 1.0.002 693.106 455. , 1.0.03 553.109 474. , 1.0.04 580.110 663. , 1.0.02 545.111 660. , 1.0.01 552.112 944. . 1.0.0111 540.113 .114 MAT 'STEEL' 1006,0,0,0,0,1115 0 . 0 . 0 . 0 .116 FIEF 1 ' R - S 5 '117 COM 'C 0 . 1 9 . MN 0 . 6 . P 0 . 0 1 3 . S 0 . 0 1 7 '118 SSR 2 9 3 . , C . . 4119 3 . 8 E - 4 . 6 , 0 . 0 0 2 2 2 4 . . 0 . 0 2 2 5 1 . . 0 . 0 4 3 2 - 4 . . 0 . 0 8 4 1 5 . . 0 . 1 2 4 6 5 . .1 2 0 0 . 1 6 5 0 3 .1 2 1 1 . 5 E - 2 , 4 . 0 . 0 0 2 2 4 3 . . 0 . 0 4 3 3 9 . . O.OS 4 3 0 . . 0 . 1 2 4 8 3 .122 4 . 3 E - 1 . 4 , 0 . 0 0 2 3 0 8 . , 0 . 0 4 3 8 3 . . 0 . 0 8 4 8 1 . . 0 . 1 2 5 4 2 .123 3 . S E * 2 . 6 , 0 . 0 0 2 5 1 8 . . 0 . 0 2 5 2 0 . , 0 . 0 4 5 7 4 . . 0 . 0 8 6 2 4 . . 0 . 1 2 6 6 2 . .124 0 . 1 6 6 8 5 .125 .126 HUT 'STEEL1 1009.0.0,0.0.1127 0. 0. 0. 0.128 KEF 1 '11-56'129 COM 'C 0 .20 , HH 0 .73 . P 0.020. S 0.018'130 SSR2 2 9 3 . . O . 2 , 7131 0.01. 0.02, 0.03. 0.04, 0.05, 0.06, 0.07132 1.0E-4. 7, 203. 260. 318. 351. 379. 405. 424.133 90. . 7, 494. 465. 4«1. 507. 539. 561. S76.134 •1 3 5 MAT ' S S 4 1 ' 1010,0,0,0.0.5136 0 . 0 . 0 . 0 .137 KEF 1 'R-86 '138 COM 'KA«A2A«A UIHVERS1TV TEST DATA'139 SSR2 2 9 3 . . C I O , 2 0140 0.01,0.02,0.03.0.04.0.05,0.06.0.0 7,0.08,0.09,0.10,141 0.11,0.12.0.13.0.14.0.15.0.16.0.17,0.18.0.19,0.20142 2.0E-4.20, 259. 276. 31B. 350. 376. 395. 415. 430. 447. 456. ,143 467. 47B. 489. 49S. 508. 512. 522. 527. 531. 539.144 2.0E-3.20, 270. 27B. 319. 353. 378. 402. 424. 439. 459. 4 7 0 . ,145 481. 493. 505. 511. 525. 532. 539. 543. 547. 557.146 2 .0£-2 ,20 , 298. 295. 321. 360. 392. 413. 431. 453. 468. 4 8 0 . .147 493. 504. 514. 525. 534. 542. 550. 559. 566. 570.146 2.OE-1.20. 319. 312. 330. 368. 400. 424. 450. 467. 481. 496 . ,149 510. 521. 531. 542. 550. 561. 567. 575. 5B0. 5B6.150 1.1 . 2 0 , 366. 343. 343. 371. 398. 421. 443. 464. 484. 500 . ,
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 S 6 7 8
Appendix G (Continued)
DATA 1 2 3 * 5 6 7 8SEQ. NO. 5 0 5 — * - 0 5 0 5 0 5 0 5 0 5 0 5 0
151 512. 527. 536. 545. 553. 561. 567. 574. 578. 585.152 1.4 ,20. 392. 352. 356. 386. 416. 446. 470. 489. 506. 525..153 5«6. 553. 567. 576. 585. 591. 600. 402. 608. 609.154 15. .12. 4«5. 444. 416. 427. 444. 465. 487. 509. 520. 526..155 537. 541.156 280. .15. 459. 455. 474. 493. 519. 535. 551. 564. 576. 600..157 610. 628. 637. 639. 640.15B 420. .13. 48B. 471. 494. 513. 536. 356. 374. 587. 603. 613..159 622. 632. 631.160 500. .20. 470. 479. 497. 522. 542. 562. 573. 588. 6O0. 612..161 623. 632- 640. 648. 664. 676. 676. 712. 720. 727.162 SS»2 473..C.4.20163 0.01,0.02,0.03.0.04.0.05.0.06.0.07.0.08,0.09, 0.10,164 0.11,0.12,0.13,0.14.0.15.0.16.0.17,0.18.0.19,0.20165 2.1E-4.13. 242. 296. 354. 390. 410. 433. 451. 471. 491. 504..166 515. 528. 537.167 4.2E-2.16. 251. 262. 292. 325. 345. 360. 379. 390. 400. 412.,168 421. 431. 434. 440. 446. 448.169 0.63 ,20. 261. 281. 314. 339. 364. 381. 397. 410. 422. 434.,170 443. 449. 456. 465. 472. 4B0. 483. 491. 500. 500.171 400. ,12, 368. 381. 413. 439. 465. 484. 502. 522. 538. 555.,172 S65. 579.173 SSR2 373.,C,4,14174 0.01.0.02.0.03.0.04.0.05.0.06.0.07.0.08.0.09.0.10,175 0.11,0.12.0.13.0.14176 2.1E-4.13, 268. 299. 339. 364. 390. 408. 424. 438. 453. 462.,177 473. 483. 490.178 4.2E-2,14, 272. 286. 324. 357. 381. 402. 417. 431. 445. 457.,179 462. 474. 483. 495.180 0.63 .13. 297. 36B. 415. 446. 470. 492. 511. S22. 531. 547.,381 556. 567. 569.182 370. ,11, 409. 422. 437. 467. 488. 507. 526. 543. 562. 568.,183 576.184 SSR2 273.,C,4,15185 0.01,0.02,0.03,0.04,0.05,0.06,0.07,O.OB,0.09,0.10.186 0.11,0.12,0.13.0.14,0.15187 2.1E-4.14, 242. 259. 295. 326. 348. 371. 391. 404. 418. 427.,188 440. 445. 456. 459.1B9 4.2E-2,13, 311. 315. 350. 382. 423. 441. 468. 484. 500. 519.,190 527. 547. 555.191 0.63 ,15, 305. 298. 322. 355. 382. 399. 426. 441. 457. 471.,192 484. 493. 499. 509. 509.193 300. ,15, 487. 484. S09. 528. 546. 568. 583. 595. 600. 639.,194 649. 659. 664. 677. 676.195 SSR2 223.,C,,4,17196 0.01,0.02.0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10.197 0.11,0.12,0.13,0.14,0.15,0.16,0.17198 2.0E-4.15. 267. 276. 316. 351. 383. 405. 423. 441. 454. 468.,199 485. 493. 506. 521. 536.200 4.1E-2-14, 303. 304. 341. 375. 404. 431. 459. 469. 4BB. 507.,
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8
- 8 7 -
JAERI-Data/Code 97-049
Appendix C (Continued)
OATA 1 2 3 4 5 4 7 8SEO. « 0 . 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0
201 519. 550. 5*3. 565.202 0.61 ,17, 338. 337. 343. 371. 397. 427. 447. 462. 483. 501. .203 SOe. 519. 539. 548. 563. 571. 567.204 230. . I t . 624. 595. 595. 604. 629. 649. 664. 70S. 710. 722 . .205 732. 7 4 1 . 748. 749.206 •207 HAT 'S35C 1011.0.0.0.0/1208 0. 0. 0. 0.209 REF 1 •R-861
210 COX 'KANA2AVA UNIVERSITY TEST DATA'211 SSR2 2 9 3 . , C , 10,20212 0.01.0.02.0.03.0.04.0.05.0.06.0.07.0.08,0.09.0.10.213 0.11.0.12.0.13.0.14,0.15.0.16.0.17.0.18,0.19,0.20214 2.1E-4,2O. 288. 347. 408. 451. 485. 514. 537. 552. 571. 586..215 600. 609. 623. 633. 640. 649. 657. 662. 669. 675.216 2.1E-3.20, 293. 348. 413. 454. 494. 521. 546. 563. 580. 598.,217 610. 620. 634. 642. 651. 659. 668. 686. 687. 690.218 2.1E-2.20, 305. 360. 424. 468. 505. 537. 560. 579. 598. 613. ,219 628. 638. 648. 661. 668. 674. 684. 695. 700. 707.220 2.1E-1.20, 336. 385. 437. 488. 523. 554. 581. 602. 620. 635..221 650. 660. 670. 679. 690. 697. 703. 712. 718. 723.222 1.0 ,17, 414. 403. 448. 495. 554. 563. 593. 615. 634. 64?..223 664. 672. 642. 691. 696. 698. 704.224 1.3 ,20, 435. 412. 445. 496. 537. 571. 604. 619. 639. 653. ,225 672. 680. 691. 700. 709. 715. 722. 728. 730. 733.226 13. ,13, 427. 445. 486. 529. 568. 602. 640. 655. 676. 688. ,227 699. 714. 72*.228 200. ,13, 52*. 535. 566. 616. 640. 662. 676. 689. 700. 720.,229 738. 749. 753.230 300. ,15, 554. 562. S61. 618. 646. 670. 687. 706. 723. 733. ,231 745. 761. 777. 791. 792.232 430. ,20 , 539. 552. 598. 630. 657. 683. 696. 721. 735. 752.,233 760. 771. 784. 785. 823. 841. 843. 854. 858. 669.234 >235 MAT 'S45C 1012,0,0.0,0,5236 0. 0. 0. 0.237 REf 1 'R-66'238 COM 'KANAZAWA UNIVERSITY TEST DATA'239 SSR2 2 9 3 . , C I O , 2 0240 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.06,0.09,0.10,241 0.11,0.12,0.13,0.14,0.15,0.16,0.17,0.18,0.19,0.20242 2 .1E-4 ,20 , 353. 402. 461 . SOS. 539. 564. 588. 60S. 622. 637 . ,243 652. 662. 676. 682. 691. 696. 706. 715. 725. 730.244 2 .1E-3 ,20 , 353. 402. 470. 515. 554. 578. 603. 622. 637. 6 5 2 . .245 671. 661 . 696. 706. 715. 725. 730. 740. 750. 760.2*6 2 .1E-2 .20 , 372. 417. 480. 524. 564. 596. 617. 637. 657. 6 7 1 . ,247 682. 696. 711 . 720. 725. 735. 745. 750. 760. 749.2*8 2.1E-1,2O, 392. * 3 1 . 495. 544. 578. 613. 637. 657. 671 . 6 9 1 . ,249 706. 715. 725. 735. 7*5. 750. 760. 769. 774. 784.250 0.99 , 1 5 , 461 . 441 . 490. 539. 578. 608. 637. 657. 676. t i l . .
5 o 5 o 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 6
Appendix G (Continued)
DATA 1 2 3 4 5 6 7 8S E « . HO. 5 0 5 0 5 0 5 0 3 0 5 0 5 0 5 0
251 706. 720. 730. 735. 745.252 1.3 ,18, 470. 451. 519. 559. 598. 637. 666. 686. 706. 725.,253 735. 7S0. 760. 769. 774. 784. 789. 794.254 13. , 1 1 , 490. 500. 519. 5«6. 637. 665. 696. 715. 725. 735.,255 745.256 150. .10, 608. 588. 603. 642. 686. 706. 725. 735. 764. 774.257 300. .14, 598. 588. 627. 666. 695. 725. 7S0. 774. 804. 823.258 633. 843. 847. 852.259 400. ,20, 586. 608. 637. 676. 711. 735. 760. 779. 798. 813.,260 828. 837. 853. 862. 892. 902. 907. 911. 921. 921.261 SSR2 473 . ,C ,4 ,15262 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10,263 0.11,0.12,0.13,0.14,0.15264 2 . 1 E - 4 . 1 1 , 304. 392. 446. 485. 519. 549. S68. 583. 596. 6 1 7 . ,265 627.266 4 .1E -2 ,12 , 314. 372. 421 . 461. *9S. 519. 534. 5*9. 573. 5 7 8 . .247 588. 597.268 0.62 , 1 5 , 343. 392. 441 . 480. 510. 529. 549. 564. 578. 5 9 3 . ,2<9 608. 617. 626. 632. 637.270 340. , 9, 420. 441 . 490. 539. 578. 603. 627. 647. 657.271 SSR2 3 7 3 . , C , 4 , 1 4272 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10,273 0.11,0.12,0.13,0.14274 2 .1E-4 .13 , 343. 392. 441 . 460. 515. 539. 559. 573. 593. 603 . .275 613. 627. 632.276 4 .2E-2 .12 . 353. 402. 461 . 508. 539. 568. 588. 608. 617. 632.277 642. 652.278 0.63 ,14, 363. 392. 451. 490. S19. 549. 568. 566. 603. 622.,279 632. 642. 646. 650.280 250. , 7, 510. 529. 576. 613. 657. 681. 696.211 SSR2 273. ,C ,4 ,15282 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.06,0.09,0.10,213 0.11,0.12,0.13,0.14.0.15284 2.1E-4.12, 343. 363. 417. 480. 505. S29. 554. 566. 583. 596.,285 617. 632.286 *.2E-2,14, 402. 397. 470. 524. 563. 598. 627. 652. 676. 696.,267 706. 723. 740. 750.288 0.63 , 15 , 343. 363. 417. 456. 495. SIS. 539. 564. 573. 588 . ,269 603. 613. 622. 627. 627.2»0 180. , 1 1 , 637. 603. 622. 657. 696. 725. 745. 755. 769. 7 7 9 . ,291 76* .292 SSR2 2 2 3 . , C , 4 , 1 62 93 0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.09,0.10,294 0.11,0.12.0.13.0.14.0.15.0.16295 2.2E-4.14, 343. 392. 451. 490. 529. 559. 578. 603. 613. 617..296 417. 657. 666. 671.297 4.3E-2.10, 353. 392. 451. 500. 539. 568. 588. 617. 627. 647.298 0.65 ,16, 412. 407. 461. 515. 554. 583. 608. 637. 652. 6 7 1 . ,299 691. 701. 711. 725. 735. 740.500 110. ,10, 755. 740. 76*. 774. 78*. 813. 828. 833. 835. 838.
5 o 5 o 5 o 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 B
- 88 -
JAERI-Dala/Code 97-049
813.
794.818.867.
907.
823.
677.
921.
Appendix G (Continued)
DATA 1 2 3 4 5 6 7 6SEO. NO. 5 0 5 0 5 0 5 0 S 0 5 0 5 0 5 0
301 *302 HAT 'S55C 1013.0.0.0,0,1303 0. 0. 0. 0.304 KEF 1 'B-86'305 COH 'KANAZAMA UNIVERSITY TEST DATA'306 SSR2 293. , O . 10, 20307 0.01,0.02,0.03.0.04.0.05,O.Ot,0.07,O.OB.0.09.0.10,308 0.11.0.12,0.13,0.14,0.15,0.16,0.17,0.16,0.19,0.20309 2.06-4,16, 372. 470. 539. 593. 637. 671. 696. 715. 730. 745.,310 755. 769. 784. 794. 804. B09. Bl«. $23.311 2.0E-3,18. 373. 471. 5*4. 603. 647. 676. 706. 725. 740. 755.,312 770. 779. 794. B04. 813. 823. 82B. B33.313 2.OE-2.2O. 358. 436. 524. 588. «42. 676. 711. 730. 750. 769.,314 789. 799. 809. 818. 828. 838. 848. B53. 862. 862.315 2.0E-1.20, 402. 446. 529. 598. 652. 696. 720. 750. 769. 784.,316 799. 813. B23. 833. 848. 853. B62. 872. 877. 882.317 0.99 ,13. 470. 490. 559. 613. 662. 706. 725. 750. 774. 789.,318 804. 813. 823.319 1.3 ,17, 490. 4B0. 568. 647. 696. 735. 764. 794.320 843. 862. J72. 877. 812. 882. 887.321 10.5 , 9, 510. 558. 627. 686. 725. 764. 784. 794.322 140. , 9, 627. 637. 686. 740. 774. 794. 809. BIB.323 260. ,12, 637. 647. 6B6. 735. 774. 804. B28. 858.324 887. 892.325 350. ,18. 696. 676. 725. 774. 813. 833. 858. 887.326 941. 960. 970. 985. 990. 1000 1005 1010327 •328 HAT 'STEEL' 1100.6.6.0.0.0329 12.1E-6, 211400., B1600., 0.293330 12.1E-6 293.- 12.1E-6 373., 12.9E-6 473., 13.BE-6 673.,331 14.5E-6 873., 14.6E-6 1073.332 192000. 294.1, 191000. 366.3, 186000. 477.4, 178000. 588.6,333 162000. 699.7, 106000. 810.8334 •335 HAT -SUS302' 2001,0,0,0,0,3336 0. 0. 0. 0.337 KEF 1 'R-l'338 SSR 273. ,C,3339 4.0E-1, 1,0.69 513.340 2.0E+1, 1,0.69 555.341 2.0E-.2, 1,0.69 596.342 SSR 473.,C,3343 4.0E-1, 1,0.69 345.344 7.0 , 1,0.69 353.345 6.0E-H, 1,0.69 373.346 SSR 673. , C , 6347 4.0E-1, 1,0.69 237.348 1.6 , 1,0.69 245.349 7.0 , 1,0.69 256.350 2.0E«l. 1,0.69 266.
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 6
Appendix G (Continued)
0 5 0DATA
SEB. NO.
35135235335435535635735S3593603613623633643653663673683693703713723733743753763773783793B03613S238338438538638738838939039139239339439 S39639739S399400
1 2 3 4 5 65 0 5 0 5 0 5 0 5 0 5 0-
mHAT
KEFSSR
k
HAT
KEFSSR2
SSR
SSR
SSR
SSK
SSR
SSR
6.0E«l,2.0E«2.
'SUS303'0. 0.1 '«-]273.0-T,1.2E«2,2.6E-.2.2.71*1,4.5E*2,4.6E«2,4.7E«2,6.8E+2,6.9E42,9.1E*2,
•SUS304'0. 0.1 'K-l294.-C
1.0E-4,l.OE-1,1.0 ,1.OE+1,I.0E-.2-398.1 ,630.96,1.0E»3,294.-T,,4.0E-5,4.15E-5-4.0E-4,366.,T,,4.2E-5,4.5E-4,373..T,,4.2E-5,4.5E-4,473.-T-.4.8E-5.5.0E-4,477.,T,.4.8E-5.5.OE-4.533..T,,4.7E-5,4.6E-4,4.6E-3,
11
412111112
•
8
3333333333412112112112113211
.0.69
.0.69
0.
9. 0.41. 0.46, 0.43, 0.47, 0.45, 0.44, 0.47, 0.44, 0.45
0.
,30.D1
, 255., 307., 331., 365.. 403.. 441., 441 ., 441 .
, 0.S4, 0.57, 0.50
. 0.47
. 0.47
, 0.47.0.47
.0.34, 0.38
. 0.34
. 0.38
. 0.36
.0.39, 0.38
290.309.
2002,0,0.
1047.,1129.1105.,1240.1156.1190.1165.1191.1292.,
2003,0,0.
, 0.02,293.346.372.410.452.483.463.483.
994.,1032.,660.
747.706.
747.706.
590.SB3.
590.583.
555.,581.565.
0,0,0,
0.44
0.44
0.46
0,0,0.
0.04359.414.434.472.510.538.538.53B.
0.570.59
0.39
,1
1196., 0.45 1156., 0.46 1283
1145.
1210.
.10
956., 0.62 1000.1037., 0.60 1033., 0.62 1022
604.
5 o 5 o 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 B
~ 8 9 -
JAERI-Data/Code 97-049
Appendix G (Continued)
DATA 1 2 3 1 5 6 7 6SES. HO. 5 0 3 0 5 0 5 0 5 0 5 0 5 0 5 0
401 SSB 589.,T,,2402 5.9E-5. 1, 0.J3 606.105 4.7E-5, 1, 0.35 6 U .tOt SSR 623.,T,,14O5 4.7E-4, 1, 0.36 661.106 SSR ?00.,T,,5407 6.0E-5, 1/ 0.32 590.408 4.BE-5. 1, 0.33 595.409 4.6E-5/ 1/ 0.3B 605.(10 4.6E-4, 1, 0.38 574.ill 4.6E-3, 1, 0.38 560.412 •413 HAT 'SUS316H' 2004,0,0,0,0-2414 0. 0. 0. 0.415 REF 1 'fi-11
414 SSR 295./T/.1417 2.01-5/ 4, 0.35 860.- 0.37 912., 0.39 923./ 0.(0 918.41» SSR 371.,T//I419 2.0E-5. 1/ 0.3* 747.120 •121 HAT 'SUS3O41 2009,0.0/0,0,1423 0. 0. 0. 0.423 REF 1 '«-4S'424 COM 'C 0.05, SI 0.48, NK 1.83/ P 0.040, S 0.006, NI 9.10, CR IB.40'125 SSR 3OO.,C,,1126 5.5E*3, 6, 0.018 456., 0.030 519., 0.0*7 580./ 0.069 631 . /127 0.086 673., 0.108 722.128 >429 HAT 'MS1316L' 2006/0,0.0,0,1430 0. 0. 0. 0.431 REF 1 'R-3'432 SSR2 293. /T , ,4 ,7433 0 .02/ O.OS. 0.10/ 0 .15/ 0 .20/ 0 .30 / 0 .40434 3.0E-3, 7/ 381. 445. 541. 625. 703. 841. 953.435 12. / 6, 517. 567. 647. 721. 790. 894.436 36. , 6, 567. 629. 708. 790. 843. 967.437 360. . 5/ 604. 669. 757. 842. 911.438 •439 HAT 'SUS304L' 2007,0,0,0/0/1440 0. 0. 0. 0.441 REf 1 'B-7'442 SSR 293. /C/ /1443 41.E-2- 9, 0.01 63. / 0.02 150./ 0.05 483. , 0.11 896./
0.16 878.- 0.22 938./ 0.29 1080./ 0.36 1190./0.43 1210.
46 •47 H M 'SUSSOl' 2008/0/0/0/0/848 0. 0. 0. 0.
REF 1 'R-10'COH 'C 0.08/MN 2.0/S1 1.0/P 0.04S/S 0.03/CR 18.0~20.0/H1 8.0-10.5/HO 2.0-3.0 '
Appendix G (Continued)
DATA 1 2 3 4 5 6 7 8SEQ. HO. 5 0 5 0 5 0 5 0 3 0 5 0 5 0 5 0
451 SSR 223.,T//1452 l.OE-4, 4/ 0.0002 170./ 0.0005 198./ 0.0010 233./ 0.0020 237.453 SSR 253./T//1454 l.OE-4/ 4. 0.0002 193./ 0.0005 216./ 0.0010 229., 0.0020 241.455 SSR 273.,T//1456 l.OE-4, 4/ 0.0002 198./ 0.0005 219./ 0.0010 232./ 0.0020 243.457 SSR 293./T//1458 l.OE-4/ 4/ 0.0002 194./ 0.0005 207./ 0.0010 217., 0.0020 226.459 SSR 373.,T,,1460 l.OE-4, 4, 0.0002 136., 0.0005 148./ 0.0010 157., 0.0020 167.461 SSR 473./T/-1462 l.OE-4/ 4, 0.0002 105., 0.0005 123., 0.0010 131., 0.0020 139.463 SSR 573./T/.1464 l.OE-4. 4, 0.0002 98.5/ 0.0005 114., 0.0010 122., 0.0020 130.465 SSR 673.-T--1466 l.OE-4, 4, 0.0002 88.2, 0.0OO5 107., 0.0010 114., 0.0020 121.467 •468 HAT 'SUS316' 2009,0,0/0/0,8469 0. 0. 0. 0.470 REF 1 'R-10'471 COH 'C O.OB.HK 2.0/SI 1.0. f 0.045/S 0.03/CR 16.0-16.0.Hi 10.0-14.0/MO 2.0-3.0'472 SSR 223..T/.1473 l.OE-4/ 4/ 0.0002 256./ O.OOOS 292./ 0.0010 312./ 0.0020 337.474 SSR 253.,T./I475 l.OE-4/ 4/ 0.OO02 232./ O.OOOS 259., 0.0010 275., 0.0020 288.476 SSR 273./T//1477 l.OE-4, 4/ 0.0002 208./ 0.0005 233./ 0.0010 253./ 0.0020 262.478 SSR 293..T./1479 l.OE-4/ 4/ 0.0002 198./ 0.0005 213.. 0.0010 223./ 0.0020 235.480 SSR 373..T/.1481 l.OE-4/ 4. 0.0002 152., 0.0005 165., 0.0010 176., 0.0020 184.482 SSR 473..T//1483 l.OE-4/ 4/ 0.0002 128./ 0.0005 137., 0.0010 143., 0.0020 152.484 SSR 573./T/.1485 l.OE-4/ 4. 0.0002 121./ 0.0005 127./ 0.0010 131.. 0.0020 139.486 SSR 673..T/.1487 l.OE-4/ 4. 0.0002 111.. 0.0005 117.. 0.0010 122.. 0.0020 130.488 >4B9 MAT •SUS304' 2010.0/0/0/0/4490 0. 0. 0. 0.491 REF 1 'R-10'492 SSR 297..T/.1493 l.OE-4/ 7, 0.002 235.5. 0.005 276.5, 0.D10 295. , 0.D15 306. .494 0.020 317. . 0.030 336.5, 0.040 405.495 SSR 366..T..1496 l.OE-4, 7. 0.002 198. . 0.005 228.5/ 0.010 251.5/ 0.015 263.5/497 0.020 271.5/ 0.030 2B3.5/ 0.040 296.5498 SSR 477./T,/I499 l.OE-4, 7/ 0.002 169. / 0.005 194. / 0.010 216. / 0.015 229.5/500 0.020 243.5, 0.03O 267. , 0.040 290.5
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8
9 0 -
JAERI-Data/Code 97-049
Appendix G (Cont inued)
DATA 1 2 3 4 5 6 7 8SE«. NO. 5 0 5 0 5 0 S 0 5 0 5 0 S 0 5 0
501502503504SOS50650750850951051151251351451551651751S5195 JO521522S2S524525
5265275285295305315325335345355365375385395*0541542543544545546547S48549550
SSR
cHAT
REFSSR
SSR
SSR
SSR
sHAT
REFSSR2
SSR2
•MAT
REFSSR
SSR
589.,T,,1.0E-4,
•SUS316'0. 0.
17
1 "R-10297.-T.,
1-OE-4.
366.,T.,1.OE-4.
477..T.,1.0E-4.
5B9..T-,1.0E-4,
'SUS316L0. 0.
1
17
17
17
'
1 'R-27293..T..
3.9E-3.1.5E+1.4.3E*1,4.1E<2,67J..T,,
2.9E-3.4 .4E-»1.6.9E*1,4,6E*2,
'SUS316L0. 0.
4
8874
7665
1
1 "R-2?293. ,T,,l.OE-2.l.OE-1,1.01.0E-H,1.OE+2,673.,T,,l.OE-2.l.OE-1.1.0 ,1.OE<1,
51111151111
. 0.0020.020
149.5211.5
2011.0.0. 0.•
. 0.0020.020
. 0.0020.020
. 0.0020.020
. 0.0020.020
264.371.5
233.5338.5
200.5292.5
192.5273.
2012.0.0. 0.•.9
0.02.
. 383.
. 515.
. 567.
. 605.,7
0.02.. 309.. 368.. 403.. 367.
0.05.450.571.626.691.
0.05.362.416.452.435.
2013,0.0. 0.
. 0.O02
. 0.002, 0.002. 0.002. 0,002
. 0.O02
. 0.002
. 0.002
. 0.002
314.356.394.437.481.
242.255.270.286.
. 0.005 172.
. 0.030 231.
0.0.0/4
«» nfiK m s. 0.005 SOB.. 0.030 393.
/ 0.005 276.. 0.030 354.
. 0.005 232.
. 0.030 308.
. 0.005 216.
. 0.030 294.
0.0.0.2
0.10. 0.14,
642. 708.691. 768.755. 827.
0.10. 0.14.433. 494.473. 531.505. 550.496. 551.
0.0.0.2
. 0.010 190.
. 0.040 248.
. O.uiu » u •/ 0.040 418.
5. 0.010 299.5/ 0.040 351.
5. 0.010 255.. 0.040 327.
. 0.010 234.
. 0.
0.18
768.827.890.
0.18547.561.579.574.
040 319.
/ 0.22.
818.873.936.
, 0.22/594.589.599.
, 0.015 201.5.
5, 0.015 315.5.
. 0
. 05
0.26
863.919.971.
0.26623.
.015 269. .
.015 250.5.
, 0.34. 0.41
9S2.1001.
5 o 5 0 5 0 5 0 5-- 0 5 0 5 0 5 01 2 3 * 5 6 7 8
Appendix G (Continued)
OAT*sea. HO.
5 515 52553554555556557558S59560561562563564565566567568569570571572573574575576577578579580581582583584585586587588589590591592593594595596597598599600
1 2 3 < 5 6 7 15 0 5 0 5 0 5 0 5 0 5 0 5 0 5 (
«HAT
REFSSR
a
HAT
REFCOHSSB2
SSR
•
HAT
KEFCOHSSR
1.0E«2, 1/
'SUS304'0. 0.1 '«-4'293.,T,,10l.OOOE-S.1.001E-3,1.002E-3/1.003E-3.1.004E-3/1.005E-3.
1.007E-3.1.00SE-3.1.009E-3,
•SUS 18-8'0. 0.1 'R-46'
0.002 331.
2014.0.0. 0.
1/ 0.002 237
0,0.0.1
1/ 0.002 250.1/ 0.002 3361/ 0.002 2721. 0.002 2731. 0.002 346
1/ 0.002 2301. O.O02 3201. 0.002 344SUS 18-8
2015.0.0. 0.
•HI 9.15.CR 1B.27.C 0.2O6..T</3.
5.45E-4/8.4.99E-2.9.4.81*1 .9.293..T./35.05E-4.9,
6.26E-2.9,
5.48E«1.9,
'SUS304'0. 0.1 'R-46''« 9.15.CR207./T,,35.45E-4.9.
4.99E-2.9.
4.8E+l,10,
1
90.026.0.052366. 446.431. 494.564. 642.
0.026 315.,0.147 514.,0.351 B01.0.026 335..0.147 538..0.351 814.0.027 457.,0.152 641.,0.351 920.
2016,0,0. 0.
3B.27,C 0.0
0. 273.0.104 665.0.300 1400.0. 337.0.104 621.0.300 1309.0. 463.
- — -0 5 —2
0.0/0.2
06.HN 1.62.S
.0.078,0.104,555. 664.555. 621.719. 784.
0.053 362.,0.202 597.,
0.053 382.,0.202 614.,
0.053 499.,0.202 727.,
0,0,0,2
6,SI 0.39,H«
, 0.024 360., 0.152 866.
, 0.024 435., 0.152 790., 0.352 142B., 0.024 553.
3 4
0.01,N 0.019
0.154,0.208/869. 1087.784. 969.913. 1034.
0.077 407.,0.250 666.,
0.077 428./0.250 691.,
0.077 534.,0.250 792.,
1.62/P 0.026
. 0.049 447
. 0.200 1085
. 0.049 490
. 0.200 964
, 0.049 643
5
,S1 0.39,P 0.026,CU 0.01'
0.260,0.313,0.3651281. 1396.1132. 1311. 1426.1176. 1258. 1278.
0.102 446./0.303 733.,
0.102 467.,0.303 746./
0.102 573..0.303 861..
,S 0.010'
./ 0.076 556..
./ 0.251 1272..
., 0.251 1143..
.. 0.076 714.,
.- 0.2S1 1177.,
6 7 8
- 91 -
JAERI-Data/Code 97-049
DAT*SEO. DO.
60160260S60460560660760S60?61061161!61361461!61661761>61962062162262362162S62662 762862963063163 263363463563663763S63964064164264 364464!6466476486496S0
Appendix G (Continued)
1 2 3 * 5 6 7 65 o 5 0 5 0 5 0 5 0 5 0 5 0 5 0
0.300 1251., 0.352 1285.SSR2 293.,T,,J,10
0. ,0.026,0.052,0.078,0.104.0.1 Si-0.204,0.257,0.308,0.3585.05E-4,10, 249. 313. 362. 408. 446. 519. 596. 671. 734. 804.6.26E-2,10, 257. 335. 5»8. 421. 471. 541. 612. 694. 749. 812.5.4BE«1,1O. 392. 455. 500. 531. 576. 658. 730. 792. S67. 926.
HAT 2017,0,0,0,0,10.
'SUS304'0. 0. 0.
REF 1 'R-48'COB 'C 0.079,SI 0.360,Mil 1.660.CD 18.350.111 10.030,MO 0.060'SSR2 2 9 3 . , C , 4 , 8
0 .0253 /0 .0513 .0 .0780 .0 .1054 .0 .1335 .0 .1625 .0 .1924 ,0 .22311.1E-4, 6 . 413. 466. 508. 556. 622. 687.1.1E-2. 8 . 413. 475. 535. 591 . 652. 716. 784. B55.1.3E+2. 4. 586. 624. 662. 697.3.1E*2. 6. 599. 642. 710. 773. 831. 894.
HAT 2018,0.0.0.0.1'SUS3O4*0. 0. 0. 0.
REF 1 'R-481
C0« 'C 0.07V,SI 0.360.MM 1.660.CR 18.550,HI 10.030.MO 0.060'SSR2 2 9 3 . , C , 4 , 7
0.0253.0.0513.0.0780.0.1054,0.1335.0.1625.0.19241.2E-4, 5, 187. 439. 505. 562. 623.1.2E-2, 6, 400. 473. 540. 607. 6«3. 759.2.1E»2, 5, 584. 646. 700. 755. 814.3.9E«2, 7, 584. 646. 712. 775. 839. 902. 963.
MAT
REFCOM
2019.0,0,0.0,10.
'SUS304'0. 0. 0.1 'R-48'C 0.077,SI 0.2B0,HN 1.730.CR 18.490.NI 8.920.NO 0.050'
SSR2 2 9 3 . . C . 4 / 80.0253,0.0513,0.0780,0.1054.0.1335,0.1625,0.1924.0.2233
1.1E-4, 4/ 413. 466. 521. 591.1.1E-2. 8, 423. 4S4. 553. 613. 682. 758. 841. 925.1.5Et2. 4/ 595. 633. 675. 697.2.8E*2, 6 ' 624. 680. 734. 785. 840. 875.
•SUS3040. 0.
'R-48'0 .
2020,0 .0 ,0 ,0 ,10.
HAT
REFCOM 'C 0.077.51 0.2B0.MN 1.730.CR 1B.490.N1 8,920.HO 0.050'SSR2 293 . ,C . ,4 ,8
0.0253.0.0513,0.0780.0.1054,0.1335,0.1625.0.1924,0.22311.2E-4, 5, 375. 433. 490. 360. 639.1.2E-2, 8, 394. 461. 512. 573. 639. 708. 784. 870.2.7E»2, 5, 538. 587. 639. 692. 750.3.BE<2. B, 60S. 661. 725. 785. 849. 90S. 962. 996.
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8
DATASE«. NO.
6516526536546556 566576586596606616626636646656666676686696706716726736746756766776786796806816826836S4685686687608669690691692693694695696697698699700
Appendix G (Continued)
1 2 3 4 5 6 7 85 o 5 0 5 0 5 0 5 0 5 0 5 0 5 0
HAT 2021,0.0.0.0,10.
'SUS304'0. 0. 0.
REF 1 'R-48'COM 'C 0.080.SI 0.280,MX 1.710.CR 18.050,111 7.890.MO 0.050'SSR2 293 . .C , .4 ,7
0.0253,0.0513,0.0780,0.1054,0.1335.0.1625.0.1924l.OE-4. 4, 408. 475. 539. 609.l.OE-2, 7. 442. 498. 567. 639. 716. 791. 885.6.3E*1, 4, 592. 633. 721. 775.3.4E*2, 6. 643. 698. 752. 807. 666. 908.
HAT 'SUS304' 2022.0.0,0.0,10. 0. 0. 0.
REF 1 'R-48'COM 'C 0.080.SI 0.280,HN 1.710.CR 18.050,HI 7.890.HO 0.050'SSR2 29J . ,C , . t , 6
0.0253,0.0513,0.0780.0.1054,0.1335,0.16251.2E-4, 5, 389. 448. 502. 558. 613.1.2E-2. 6, 401. 471. 534. 603. 67J. 738.1.9E»2, 4. 547. 601. 649. 709.3.9E*2, 6- 577. 637. 694. 75B. 814. 876.
0 .2023.0,0,0(0.10.
HAT 'SUS304'0. 0.
REF 1 'R-4B'COM 'C 0.069,SI 0.380.Mil l.SOO.CR IB.580.N] 10.350.HO 0.020'SSR2 2 9 3 . . C . 4 . 6
0.0253,0.0513,0.0780,0.1054,0.1335.0.1625.0.1924,0.2231l.OE-4, 5, 331. 386. 435. 494. 562.l .OE-2, 8, 355. 400. 449. 507. 557. 612. 671. 733.1.9E+2, 4, 475. 521. 576. 626.3.8E«2. 7, 499. 545. 594. 644. 699. 762. 609.
HAT 2024,0.0,0,0.10.
'SUS3O4'0. 0 . 0.
REF 1 'R-48'COM 'C 0.069,51 0.3B0.HN 1.600,CR 18.S80,NI 10.350/HO 0.020'SSR2 293. ,C, ,4,8
0.0253,0.0513,0.0780,0.1054,0.1335,0.1625,0.1924.0.22311.2E-4, 5, 307. 363. 412. 467. 536.1.2E-2, 8, 312. 368. 422. 476. 540. 606. 679. 753.2.6E«2. 6, 456. 507. 571. 631. 690. 756.5.3E*2, B, 461. 521. 580. 635. 699. 762. 625. 866.
»HAT 'SUS304' 2025,0.0.0.0,1
0. 0. 0. 0.REF 1 'R-4B'COM 'C 0.079,SI 0.320,MM 1.660.CB 16.160,111 10.140,MO 0.060'SSR2 293. ,C, ,4,6
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8
- 9 2 -
JAERI-Data/Code 97-049
Appendix G (Continued)
DATA 1 2 3 * 5 6 7 8S£« . « 0 . 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0
701 0. 02 53,0.0513,0.0780,0.) 054,0.1335- 0.1425,0.1924, 0.Z231702 1.1E-4, 6, 451. 512. 553. 413. 677. 733.703 1.1E-2, B, 466. 535. 5S9. 653. 737. 80a. 889. 964.704 7.SE11/ 3/ 668. 709. 751.705 2.4E»2/ 5, 730. 768. 807. 842. 858.706 •707 NAT 'SUS304' 2026,0/0,0/0,1708 0. 0. 0. 0.709 REF 1 'R-48'710 COH 'C 0.079,SI 0.320>HN 1.660/CR 18.160,Ml 10.140.NO 0.060'711 SSR2 Z93.,C.,4,8712 0.0253/0.0513,0.0780,0.1054,0.1335,0.1625,0.1924,0.J231713 1.2E-4, 4, 346. 405. 453. 520.714 1.2E-2, 8, 375. 433. 485. 538. 600. 662. 728. 804.715 1.6E»2, 4/ 634. 679. 722. 751.716 3.0E+2/ 5/ 668. 724. 769. 813. 846.717 •718 NAT 'SUS304' 2027,0/0,0,0.1719 0. 0. 0. 0.720 REF 1 'R-48'721 COM 'C 0.016/S1 0.310.Nil 1.830/C* 18.300/NI 10.330,BO 0.030'722 SSR2 293..C/4/6723 0.0253/0.0S1S,0.0780.0.1054,0.1335/0.1625724 1.1E-4, 5/ 370. 419. 467. 520. 579.725 1.11-2. 6, 394. 452. 512. 551. 409. 675.726 1.7E+2/ 4/ 562. 605. 648. 675.727 3.5E»2, 6. 576. 638. 684. 741. 793. 841.728 >729 NAT 'SUS3041 2028.0,0.0/0,1730 0. 0. 0. 0.731 REF 1 "R-48"732 COH 'C 0.016,SI 0.310/MN 1.B30/CR 18.300,HI 10.330/MO 0.030'733 SSR2 293,/C,-4,7734 0.0253,0.0513/0.0780/0.1054,0.1335/0.1625/0.1924735 1.2E-4/ 5/ 334. 389. 448. 503. 558.736 1.2E-2, 6/ 370. 429. 484. 542. 598. 654.737 2.4E*2z 5, 543. 591. 648. 706. 755.738 4.8E«2/ 7, 567. 614. 675. 723. 719. 825. 861.739 «740 NAT 'SUS304' 2029,0/0,0/0,1741 0 . 0 . 0. 0 .742 REF 1 'R-48"743 COM 'C 0.047,SI 0.320,UN 1.720/CR 18.470,HI 10.060,MO 0.060-744 SSR2 293. , C , 4 , 6745 0.0253/0.0513,0.0780/0.1054.0.1335,0.1625746 1.1E-4, 5/ 394. 442. 503. 551. 609.747 1.1E-2/ 6/ 420. 478. 532. 588. 642. 683.748 l.SE»2. 4, 567. 605. 635. 662.749 3.1E+2. 6, 595. 642. 703. 754. 802. 841.750 •
5 o 5 0 5 0 5 0 5 0 5- 0 5 0 5 01 2 3 4 5 6 7 8
Appendix G (Continued)
DATA 1 2 3 4 5 6 7 8SEQ. NO. 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0
751 MAT 'SU5304' 2030/0,0/0/0.1752 0. 0. 0. 0.753 BEf 1 "S-481
754 COM 'C 0.0*7,SI 0.320/HN 1.720.CR 18.470,HI 10.060,NO 0.060'755 S5R2 293. ,C, ,4 ,87 56 0 .0253 , 0 . 0513 , 0 . 0780 , 0 . 1054 , 0 . 1335 , 0 . 1625 , 0 . 1924 , 0 . 2231757 1.2E-4. 6. 365. 419. 480. 529. 587. 658.758 1.2E-2. 8/ 384. 438. 490. 556. 609. 671. 744. 808.759 2.21*2. 5, 571. 624. 671. 714. 746.760 4.3£*2, 7, 576. 633. 480. 750. 815. 875. 938.761 •762 NAT 'SUS304' 2031,0,0/0/0,1763 0. 0. 0. 0 .764 REF 1 'R-48'765 COM 'C 0.073/SI 0.570,fid 1.6O0/CR 18.760/MI 8.370/HO 0.210'766 SSR2 2 9 3 . , C , 4 , 7767 0.0253/0.0513/0.0780/0.1054,0.1335/0.1625,0.1924768 1.1E-4, 4, 384. 447. 521. 604.769 1.1E-2, 7, 399. 461. 521. 600. 673. 754. 845.770 1.7E+2, 4/ 538. 587. 621. 662.771 3.5E»2/ 5. 547. 605. 671. 745. 815.772 •773 MAT 'SUS304' 2032/0/0/0,0/1774 0. 0. 0. 0.775 REF 1 'R-4e'776 CON 'C 0.073.SI 0.570/HH 1.600/CR 18.760/NI 8.370/NO 0.210'777 SSR2 293./C,4,7778 0.0253/0.0513.0.0780/0.1054/0.1335,0.1625/0.1924779 1.2E-4, 5, 341. 410. 490. 564. 656.780 1.2E-2. 7/ 360. 438. 512. 591. 669. 758. 857.781 2.4E*2, 5, 509. 577. 644. 710. 750.782 4.BE+2/ 7/ 499. 568. 640. 708. 755. 816. 673.783 •784 MAT 'SUS304' 2033,0,0.0.0.2785 0. 0. 0. 0.786 REF 1 'R-51'787 COM 'Nl 8.90.CR 18.63.C 0.08/S1 0.71/NN 1.67/P 0.028/S 0.008'788 SSR 293.-T,,1078f 1.0I0E-4 /I, 0.009 375.790 9.8 .1, 0.019 453.791 5.8E»1 .1, 0.028 504.792 1.7E*J ,1. 0.058 572.793 3.5E*2 ,1. 0.110 674.79* I.01*2 ,1, 0.162 763.795 4.95E+2/1, 0.209 845.794 5.«1E»2.1. 0.295 1000.797 5.92E-2-1, 0.418 1165.79B 8.29E*2,1, 0.450 1203.799 SSR 673./T//6BOO 1.000E-4, 1. 0.110 379.
5 o 5 0 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7 8
- 9 3 -
JAERI-Data/Code 97-049
Appendix G (Continued)
OATASES. «0.
SOISO 280380*SOS806807808809810
an812813614BISBitB17B18B19820821822823824825826827828829B30S318328338348358368378388398408418428(3844845846S47848849B 50
1 2 3 4 5 6 75 0 5 0 5 0 5 0 5 0 5 0 5 0-
8-5 0
1.001E-4,1.002E-4/7.4 , 1.7.5 , 1.9.3 , 1.
NAT
REF
1, 0.162 437.1, 0.209 193.0.295 561.0.063 295.0.256 528.
2034,0,0,0,0,1'SUS304'0. 0. 0. 0.1 "11-51'
COM 'MI 8.90/CR 1S.63,C 0.O8.S1 0.71.MNSSR 293.,T,,1
2.0E41, 6, 0.0016 294., 0.0027 354..0.0161 44$., 0.0198 460.
•HAT
1.67,P 0.028,S 0.008'
0.0102 423., 0.0131 43S.
•SUS304114.31-6,14.3E-617.3E-6194000.169000.76700.65100.0.2660.295
'SUS316'15.2E-6,15.2E-617.7E-6194000.169000.76700.65100.0.2660.295
194000293.,673.,293.,673.,293.,673.,293.,673.,
194000293.,673.,293.,673.,293.,673.,293.,673.,
2100,7.7., 7670015.1E-617.9E-6190000.159000.74800.61000.0.2720.302
2200,7,7., 7670015.BE-618.1E-6190000.159000.74800.61000.0.2720.302
,7,7,., 0.373.773.373.773.373.773.373.773.
,7,7,., 0.373.773.373.773.373.773.373.773.
0266, 16.1E-6- 18.3E-6, 184000., 149000., 72100., 56900., 0.279, 0.310
0266, 16.SE-6, 18.6E-6, 184000., 149000., 72100., 56900., 0.279, 0.310
473.,873.473.,S73.473.,873.473.,873.
473.,873.473.,S73.473.,B73.473.,873.
16.9E-6
177000.
68600.
0.287
17.2E-6
177000.
6B600.
0.287
573
573
573
573
573
573
573
573
HAT 'PURE LEAD1 3001,0,0,0,0,5
REF 1 'R-l'SSR2 295.,C,,4,7
0.49.0101.311.
SSfl2 3B3.,C,,4,7
0.49.0101.
0.1,11.015.216.621.4
70.1,12.417.219.3
0.2,16.521.424.126.2
0.2,15. B20.026.0
0.3,20.725.S27.629.6
0.3,16.822.629.5
0.5,26.231.033.135.1
0.5,15.322.029.8
1.0,32.437.940.041.3
1.0,13.119.827.6
1.5,34.439.342.044.8
1.5,12.4IB.926.5
2.034.440.043.446.2
2.012.118.225.6
5 o 5 0 5 0 5 0 3 0 5 0 5 0-1 2 3 4 5 6 7
-5 0B
Appendix G (Continued)
DATASE«. «0.
851852853854SS5SS6857858859860861862863B64865866867B68869B70B71872B73874B7SB76877B7S879880881882863884885S86887688B89890891692693894895896697898899900
15 o-
SSR2
SSR2
SSR2
sMAT
REFSSR2
s
NAT
REFSSR2
SSR2
SSR
•HAT
REFSSR
•
311.443.,C
0.49.0101.311.533.,C
0.49.0101.311.573.,t
0.4V.O101.311.
•PURE0. 0
1 •275.,C
5
, 7,,,4,
, 7,, 7,, 7,, 7,,,4,
, 7,, 7,, 7,, 7,,,4,
, 8,, 8,, 8,, 6.
LEAD
R-l1
,,2,
3.33E-4,6,2.0E»3
•PURE0. 02 •273.,C
0.810.0293..C
0.810.0383.-t0.810.0
1 LEAD•0. 0
1295.,C5.0E«4
5 o-1
,6,
LEAD
R-l1
,,2,
, 5,, 5,,,2.
, 5., 5,,,2, 5,, 5,
R-l1
,,1. 6,
Z 3 4 5 6 70 5 0 5 0 5 0 5 0 3 0 5
24.870.1,11.013.818.323.4
70.1,4.18.812.114.9
B0.05,3.105.5110.012.4
30.0
0.2,13.817.821.428.0
0.2,5.29.9
14.116.8
0.1,3.656.8210.713.2
3002,00. 0
60.02,8.9613.8
0.0411.717.9
' 3003.00. 0,'R-IO50.11,19.621.2
50.11,19.619.6
0.110.11
0.2225.828.0
0.2225.826. 5
15.2,16.7,
3004,00. 0
O.0120.041
2
55.151.
33.1
0.3,12.417.924.029.B
0.3,3.9
10.514 .91B.1
0.2,3.657.5811.914.8
,0.0,0
, 0.0813.823.4
.0,0,0
, 0.3628.B33.3
, 0.3628. B31.1
0.220.22
,0,0,0
33.6
0.5,11.015.624.730.2
0.5.3.29.214.7IB.9
0.3.3.107.7212.715.6
.1
. 0.16,17.228.9
,3
, 0.51,32.636.4
, 0.51,31.834.1
18.2, 021.2, 0
,1
1, 0.O2O 89.6, 0.050 151.
3
31.7
1.0,10.513. S21.526.9
1.0,2.88.313.817.9
0.5,2.487.4413.016.0
0.24.19.333.1
0.6932.639.4
0.6931.836.4
.36 16
.36 24
30.3
1.5,10.313.520.725.2
1.5,2.B7.713.117.2
1.0,2.077.0311.415.4
0.3221.435.8
.7, 0.
.3, 0.
6, 0.025 1176, 0.057 117
4 5
29.8
2.010.213.620.724.4
2.02.87.412.616.7
1.5,2.037.0J11.115.2
51 1556 24
.1, 0
.1, 0
2.02.076.8911.115.1
.9, 0.69 15.9
.3, 0.60 23.5
.032 137.B,
.065 68.9
6 7
- 9 4 -
JAERI-Data/Code 97-049
Appendix G (Continued)
(ATASE«. NO.
90290390190590690790S9099109119129139149159169179189199209219229239 249259269279289299309319329339349359 3693793B939940941942945944945946947948949950
5 o 52 3 4 5
-0 5 0 5 0 5 0 S —6
.-07
•5 0-e
— 5 0
0.MAT 'PURE LEAD
0.REF 1 'R-10'SSR2 311..T..2.8
0.B.3E-5, S, 2.l.OE-3. ». 2
SSR2 352.,T,.2,90.
B.3E-5, 5. 11.0E-3/ 9, 2.
SSR2 393.,T,,2,90,
B.3E-5, 5, 1l.OE-3, 9, 2
SSR2 4S6.,T,,2,90.
B.3E-5, 5, 1.l.OE-3, 9, 1.
«MAT 'PURE LEAD'
0. 0. 0.REF 1 'R-10'SSR2 311.,T,,2,6
0.B.3E-5, 6, 3.8.3E-4, 6/ 3
SSR2 393.,T,,2,80.
8.3E-5, »- 2.S.3E-4, 8, 3.
SSR2 311. , C , 1,60.
2.5E-4, 6, 2.5SR2 352.,C. 1,6
0.2.5E-4, 6. 1.
SSR2 393. , O , 1,60.
2.5E-4, 6, 1.SSR2 436.,C,1,6
0.2.SE-4, 6, 0.
HAT 'PURE LEAD'0. 0. 0.
REF 1 'R-l'SSR2 295.,C,,9,4
0.1.0E-4, 4, B.
5 o 51
3005,0,0,0,0,40.
0.03, 0.05, 0.10, 0.1B, 0.26, 0.34,16 2.98 3.69 5.15 7.5282 5.54 7.74 10.91 14.68 16.00 11.58
01. 0.03. 0.05,95 2.66 3.2280 5.04 6.51
0.10,4.28
0.18,5.79
01, 0.03, 0.05, 0.10, 0.1B, 0.26,57 1.99 2.32 2.99 4.0537 3.90 4.77 5.87 5.21 5.02
0.18, 0.26, 0.34,2.S63.22 3.11 3.09
01, 0.03, 0.05. 0.10,IB 1.42 1.63 1.9774 2.63 3.IB 3.6B
3006,0,0,0,0,60.
02, 0.05, 0.10. 0.1B. 0.26, 0.3480 6.37 8.94 11.12 6.94 2.1280 6.95 10.61 14.55 15.94 11.09
02, 0.05, 0.10, 0.18, 0.26, 0.34, 0.41,
0.41
0.31
0.41,
5.58
0.41,
4.86
0.41,
3.05
0.47
2.15
0.47
4.30
0.47
2.98
3.6S4.70
3.795.84
002,0.005,0.01,24 4.64 5.94
002,0.005,0.01,17 3.15 4.21
002,0.005,0.01,17 2.67 3.24
002,0.005.0.01,76 1.90 2.23
3007,0,0.
0.10,12.1
0.30,16.3
5.215.29
0.02,7.59
0.02,5.48
0.02,4.01
0.02,2.67
0.5016.3
3.585.02
0.03,8.94
0.03,6.39
0.03,4.47
0.03,3.09
3.474.82
3.104.81
0.471.384.41
0.0410.14
0.047.04
0.044.12
0.O43.08
-0 5 0 5 0 5 0 5--2 3 4 5
-06
•5 0-7
-5 08
Appendix G (Continued)
DATASE«. «0.
95195295395495595695795S9599609619629639649659669679689699709719729739749759769779789799809819829B39849BS98698798S98999099199299399499599699799«9991OO0
SSR
SSR
HAT
REFSSR
SSR2
SSR
*MAT
REFSSR
SSR2
1
l.OE-3,l.OE-2,l.OE-1,1.0 ,1-OE*1,l.OE+2,l.OEO,1.0E«4.311.,C,
l.OE-4,441.,C,l.OE-4,
J
4,4,4,4,4,4.4.4.,12,,12,
'PURE LEAD'0. 0.1 'R-l293.,C,11. ,12. ,12.5 ,14. ,15.16.5 ,18. ,21. ,23.5 ,295.,C,
l.OE-3,l.OE-2,l.OE-1,1.0 ,1.0E*l,1.0£*2,1.0E«3,503. , C ,5.75 ,6.5 ,7.4 ,B.75 ,10.2 ,
0•
91,1,1,1,1,1,1,1,1,7,6
6,6,6.6.6,6,6,51,1,1,1,1,
'PURE LEAD'0. 0.1 "R-4233.,C1.7E-5,293.,C,
1.7E-5,
0
11,1,5
5,
?
9.8510.811. B12.713.914.715. B16.7
0.002
0.002
13.a15.617.419.220.722.724.425.4
2.72 ,
0.083,
3008,0,00
0.070.130.210.290.3B0.470.560.700.83
0.03,11.12.12.13.14.15.16.
0.110.220.360.510.64
15.821.424.828.231.033.835.136.537.9
0.06,13.714.916.117.418.719.B21.2
16.521.423.423.422.7
3009,0,00
0.002 8.9
3
19.622.625.328.031.033.836.339.3
-0.
-0.
,0,0,
0.12,16.518.219.821.623.325.126.9
,0,0,
0.O020, 0.0021, 03.1 10.9 4.4
19.623.327.030.934.B38.542.346.0
6.13
3.91
3
0.18,18.720.722.524.526.42B.430.2
3
.0022,5.6
4
0.24,20.322.524.726.929.131.233.3
0.00234.5
5 6
0.3021.924.326.528.831.233.335.6
, 0.0024
5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
-5 0B
- 9 5 -
JAERI-Data/Code 97-049
DATASE«. NO.
1O01100210031O041O051006100710081009101010111012101310141015101610171018101910201021102210231024102S102610271028102910301031103210331034103510361037103a103910401041104210431044104510461047104810491050
—
SSR
t
MAT
REFSSR
SSR
SSR
SSR
SSR
SSR
•MAT
REFSSR
SSR
SSR
SSR
•MAT
REFSSR
SSR
•MAT
REFSSR
Appendix G (Continued)
1 2 3 4 5 6 7-5 0 5 0 5 0 5 0 5 0 5 0 5 0-
450. . C . I1.7E-5. 1. 0.002 1.3
8— 5 0
3010,0,1,0,0,60. 0.
•RUDE LEAD0. 1000.1000. 293.1 'K-4"233.,C,,1l.OE-4, 1, 0.0020 2.08233.,C,,11.001E-4, 1, 0.0020 9.02293.,C.I1.00E-4, 1, 0.0020 3.23293.,C,,11.001E-1, 1, 0.0020 1.45293.,C,,11.002-4, 1, 0.0020 11.145O.,C,,1l.OE-4, 1, 0.0020 1.27
•PURE LEAD- 3011,0,1,0,0,40. 0. 0. 0.1000. 293.1 'R-4'293.,C,,1l.OE-4, 1, 0.0020 0.97293.,C,,11.001E-4, 1, 0.0020 1.45293.,C,,11.002E-4, 1, 0.0020 4.51293.,C,,11.O03E-4. 1, 0.0020 S.6B
'PURE LEAD' 3012,0,1,0,0,20. 0. 0. 0.1000. 293.1 'R-4'293.,C,,1l.OE-4. 1. 0.0020 1.24293.,C..11.001E-4, 1, 0.0020 4.61
'PURE LEAD' 3013,0,0,0,0,10. 0. 0. 0.1 'R-12'293. , C , 32.66E-S,7, 0.04 7.4, 0.10 10.8, 0.20 13.3, 0.30 14.2, 0.40 14.0,
0.50 13.4, 0.70 12.97.B2E-3.7, 0.04 11.7, 0.10 16.9, 0.20 20.4, 0.30 22.0, 0.40 22.5,
0.50 22.6, 0.70 22.3
— 5 o 5 0 5-- 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
Appendix G (Continued!
PATASEO. ND.
10511052105310541055105610571058105910601061106210631064106S106610671068106910701071107210731074107510761077107B107910BD1081108210831084108510861087108B1089109010911092109310941095
1097109810991100
1 2 3 4 5 6 7 85 o 5 0 5 0 5 0 5 0 5 0 5 0 5 0
B
HAT
REFSSR
tMAT
REFSSR2
*MAT
KEFCOMSSR2
SSR2
2.31E-2 ,7, 0.03 10.3, 0.10 16.90.50 24.3. 0.70 24.3
'PURE LEAD' 3014.0,0,0,0,10. 0. 0. 0.1 'R-12'293.,T,1.02E-4
1.02E-3
1.O2E-21.02E-1
.4
.6, 0.03 4.2, 0.05 6.90.25 14.6
,6, 0.03 4.2, 0.05 6.90.23 16.5
,5, 0.04 6.1, 0.10 15.3,5, 0.03 4.2, 0.10 15.6
'PURE LEAD' 3015,0,0,0,0,10. 0. 0. 0.1 '11-12'293.,C,
400. ,
'PB'0. 0.
,1,90.03, 0.05, 0.10, 0.
. 0.20 2(
. 0.10 1
.4, 0.30
.4. 0.15
. 0.10 12.6. 0.15
. 0.15 16.B. 0.20, 0.15 17.5, 0.20
20, 0.309, 6.3 14.5 22.3 29.4 33.2
3016,0,0,0,0,40. 0.
1 'R-85'•KAHAZAUA UNIVERSITY TEST DATA'423.,C,
B.3E-4.
1.7E-2,
1.7E-1,
650. .
373.-C,
B.3E-4,
1.7E-2,
1.7E-1,
1.7E-4,
,4,20
0.40. 0
22.5. 0.40 23.7.
13 .0. 0.20 14.0,
14.7, 0.20 15.B.
17.5. 0.25 17.818
.5035.7 37.5
0.01,0.02,0.03,0.04,0.05,0.06,0.07,0.08,0.11,0.12,0.13,0.14,
20, 5.4 7.4 9.2 10.313.7 13.5 13.5 13.5
20, 9.0 12.B 15.4 16.619.9 20.0 20.2 20.3
20, 10.3 13.7 15.8 17.222.6 22.8 23.0 23.1
20, 7.2 13.B IB.2 20.830.3 31.0 31.7 32.4
,3,200.01,0.02,0.03,0.04,0.1
15, 5.12. <
20, «.<21.1
20, 9.123.'
,0.12,0.13,0.14,7.4 9.2 10.212.5 12.3 12.314.2 16.5 17.721.5 21.7 21.913.9 16.3 1B.123.8 23.9 24.4
,8,200.01,0.02,0.03,0.04,0.11,0.12,0.13,0.14,
20, 5.1 7.6 9.1 10.213.3 13.3 13.3 13.4
0.IS.0.111.2 12.13.4 13.17.2 17.20.3 20.18.3 19.23.2 23.22.8 24.
S.0.17,0.> 12.5 12
18,.7
13.3 13.3IB.5 18
I 20.5 20I 20.4 21S 23.2 23
.8
.5
.0
.425.7 27.2
33.1 33.6 34.3 35
0.05,0.06,0.07,0.0.15,0.16.0.17,0.11.0 11.8 12.4 1212.318.8 19.3 20.0 2022.1 22.19.5 20.
! 22.1 2220.8 21
24.4 24.7 24.9 24
0.05.0.06.0.07,0.
.1
08.IB..6
.3
.3
.6
.9
08,
.2, 0.25 18.4
, 0.60, 0.7038.B 39.9
0.09,0.10,0.19,0.2013.1 13.513.2 13.219.1 19.620.4 20.521.6 22.223.4 23.32B.2 29.535.7 36.0
0.09,0.10,0.19,0.2012.B 12.8
20.8 21.322.3 22.522.5 23.024.B 24.6
0.09,0.10,0.15,0.16,0.17,0.18,0.19,0.2011.3 11.13.4 13.
r 12.0 1213.5 13
.4
.612.B 13.113.6 13.7
5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
- 5 0B
- 9 6 -
JAERI-Data/Code 97-049
Appendix G (Continued)
DATAS£8. 10.
1101110211031104110511061107110811091110mi111211131114111511161117111811191120112111221123112411251126112711281129113011311132113311341135113611371138113911401141114211431144114511461147114811491150
SSR2
HAT
REFCOHSSR2
SSR2
1
3.2E-4,17
9.7E-3.12
1.7E-2/20
0.89 ,20
400. ,13
650. ,20
223.,C,,4
8.3E-4/20
1.7E-l,20
650. ,20
•PB2"0. 0.1 'R-85'KANA2AUA423.,C,4
8.3E-4.20
1.7E-2.20
1.7E-1/20
650. ,20
373.,C,3
8.36-4-20
1.76-2,20
1.7E-1.20
2
, 6.516.3
, 6.a17.3
, a.321.1
22.6
, 9.725.3
, 11.833.1
,200.010.11
, 6.417.7
21.6, 10.624.5
, 13.732.6
0.
7.616.8a.617.811.221.6
23.0
12.926.316.534.1
.0.02,
.0.12,a.9
18.2
22.113.824.916.233.4
3017,00.
UNIVERSITY,200.010.11
, 12.719.5
, 18.127.3
, 17.631.6
, 10.940.2
-20
3
9.017.210.0
13.121.9
23.2
14.727.119.434.a
0.030.1310.518.6
22.316.025.319.334.1
,0,0
TEST
,0.02,0.03,0.12,15.119.920.227.821.032.217.941.1
0.01,0.02/0.11
. 13.920.7
/ 19.229.1
/ 16.732.8
,0.12,16.520.721.629.320.633.a
0.1316.420.521.728.123.132.423.541.a
0.030.1317.620.923.329.723.134.0
10.417.611.6
15.022.4
23.6
17.0
21.935.4
,0.04,0.1412.119.2
22.517.825.421.935.3
,0/4
DATA
,0.04,0.1416.920.723.128.224.733.227.442.4
,0.04,0.1418.221.224.729.924.934.5
4
11.717.912.5
16.522.6
IB. 1
24.436.3
,0.05,,0.15.13.419.2
22.719.325.623.836.2
.0.05,,0.15,17.521.024.228.626.433.730.543.1
,0.05,,0.13.19.021.526.230.126.335.1
12.418.313.4
17.622.6
19.4
26.236.8
0.06,0.16,14.6
22.820.626.025.936.7
0.06,0.16,18.121.324.928.827.734.232.643.7
0.06,0.16,19.321.526.830.227.735.5
5
13.218.814.4
18.322.720.7
20.6
27.937.6
0.07,0.17,15.5
23.121.826.127.737.4
0.07,0.17,18.421.425.528.828.334.634.844.1
0.07,0.17,19.521.927.430.328.835.9
13.8
15.4
19.422.a21.5
22.0
29.738.0
0.08,o.ia.16.3
23.122.826.129.238.3
O.OS,0.18,18.621.926.228.629.335.136.544.6
0.08,0.18,19.a21.928.430.430.236.3
6
14.8
16 .2
19.82321
23
3138
0.0.16
202323263038
0.0.19212628
.1
.9
.3
.1
.7
09,19,.9
.4
.4
.4
.3
.4
.6
09,19,.0.6.6.7
30.135.33745
0.
.3
.2
09,0.19,20.022 .028.7303136
.4
.0
.7
15.5
16.8
20.723.222.1
23.024.4
32.239.2
0.100.2017.5
20.923.423.926.131.539.1
0.100.2019.321.B26.928.630.a35.438.945.8
0.100.2020.422.228.930.532.037.0
8— 5 o
5 0 5 o 5 o 5 o 5 0 5 0 5 0-1 2 3 4 5 6 7
— 5 0a
Appendix G IContinued)
DATASEC. DO.
11511152115311541155115411571158115911601161116211631164116511661167116811691170117111721173117411751176117711781179118011811182118311841185118611871188118911901191119211931194119511961197119811991200
1 25 0 5 o
SSR2
SSB2
aHAT
REFCOMSSR2
SSR2
293.,C,8.
1.7E-4.20,
3.2E-6.16,
1.5E-2.1B,
1.71-2,20,
1.71-1.20,
0.96 .19,
430. .16/
650. ,20,
235.-C--4.
8.3E-4,20,
1.7E-2/20,
1.7E-1,2O,
650. ,20,
•PB4'0. 0.1 ^-85''KANAZAWA423. ,C,4,
8.3E-4.20.
1.7E-2.20.
1.7E-1.20,
6S0. ,20,
373.,C,.3.
B.3E-4/20,
200.01
35 0
.0.02,0.11,0.12,13.425.516.3
16.531.416.031.416.836.217.933.819.440.025.347.0
200.010.1112.427.918.634.120.637.923.449.7
16.125.919.7
20.731.820.132.520.937.020.234.325.040.730.047.9
0.02,0.12,15.929.022.83S.024.839.028.350.9
3018,00. 0.
UNIVERSITY200.010.1115.523.321.931. a22.236.315.649.0
200.010.1116.2
0.02.0.12,17.923.425.831.925.537.224.350.4
0.02,0.12.18.5
0.030.1317.826.621.9
22.a32.022.332.923.937.623.a34.92B.541.633.549.1
0.O30.13ia.s29.625.635.527.739.633.051.9
,0,0
TEST
0.030.1319.223.727.332.527.937.630.951.3
0.030.1319.7
i 3 65 o 5 0 5 0 5
,0.04.,0.14.19.226.922.628.325.032.324.033.726.738.125.935.431.642.635.650.1
.0.04,
.0.14,20.530.427.336.029.740.536.352.6
,0,4
DATA'
.0.04,
0.05,0.06 /0.07/0.15,0.16,0.17/20.S 21.427. S 27.823.3 24.2
26!32.25.34.28.38.27.35.33.42.37.51.
.27.9t 33.29 26.5! 34.8) 30.41 38.8> 29.5> 36.434.6
1 43.2» 39.651.6
0.05,0.060.15,0.1622.0 23.531.26.36.131.41. t39.53.1
31.7S 29.51 37.432.741.942.054.3
0.05,0.06/,0.14,0.119.924.028.732.S29.738.134.952.4
.0.04/,0.14,20.6
20.(24.129.:32. (31.38.;38. (53.1
0.0!0.1!21.:
-0.1621.024.529.632.932.539.140.453.9
/0.06/,0.16,21.7
22.628.225.1
28.533.527.335.331.939.130.936.835.7
41.152.3
O.07,0.17,24.432.230.337.833.942.444.055.0
0.07,0.17,21.724.730.333.033.439.342.654.8
0.07,0.17,22.0
0.080.1823.328.726.0
29.633.a28. 535.833.439.431.236.837.0
42.853.1
0.080.18.25.532.831.638.435.343.045.955.9
0.08/0.18.22.224.930.932.834.239.745.055.3
0.08,0.18,22.5
0.09.0.19/24.228.926.5
30.5
29.736.234.639.532.437.23a.o
44.253.8
0.09/0.19/26.233.232.538.836.043.447.456.5
0.09.0.19,22.524.931.332.935.140.446.455.7
0.09,0.19,22.5
0.100.2025.129.226.9
31.1
30.536.535.539.733.2
39.0
45.654.2
0.100.2027.133.633.439.237.144.248.757.1
0.100.2022.925.031.532. a35.840.647.856.3
0.100.2022.9
5 o 5 0 5 0 5 0 5 0 5 0 5 01 2 3 4 5 6 7
5 0
- 97 -
JAERI-Dala/Code 97-049
Appendix G (Continued)
DATASEO. NO.
120112021203120412051206120?120612091210121112121213121*12151216121712181219122012211222122312211225122612271228122912301231123212331234123512361237123S123912401241124212431244124512461247124B12491250
1 2 3 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0-
1.7E-2.
1.7E-1,
SSR2 293..C.
1.7E-4,
2.9E-4.
1.6E-2,
1.7E-2,
1.7E-1,
0.80 .
420. ,
650. .
SSR2 233..C.
B.3E-4.
1.7E-2.
1.7E-1.
650. ,
23.221.533.122.237.1
2O0.01,0.11,16.328.217.933.3ia.436.021.638.521.441.422. a40.924.745.332. B58.2
200.01.0.11,IS.532.524.340.223.444.133.760.0
23.5 23.5 23.6 23.< 23.24.2 26.0 27.5 2B.7 29.33.5 33.B 34.1 34.5 34.25.3 27.6 29.6 31.2 32.37.a 3a.2 3B.7 39.3 39.
0.02.0.12.IB.629.022.533.924.036.526.939.225.142.626.041.629.345.938.159.4
0.03,0.13,20.329.325.734.427.137.029.539.328.243.229.542.134.7
0.04,0.14,21.629.626.934.928.737.531.340.130.544.32.242.736.a
42.060.2
45.961.0
0.02,0.03,0.04.0.12,0.13,0.1*.21.B 24.3 26.133.1 33.7 34.229.7 32.3 34.1
0,05,0.15,23.130.227.535.230.337.»32.440.932.845.334.343.638.947.24».762.3
0.05,0.15,27.434.815.4
23.9 24.1 24.30.5 31.3 31,34.6 34.9 34.33.3 34.4 35,40.3 40.6 41,
a-5 0
24.232.534.936.241.7
0.060.124.30.429.135.531.738.433.741.334.446.036.044.040.6
0.07,0.08,0.09,0.10,.0.17,0.18,0.19,0.2024.9 26.1 26.7 27.5
30.2 31.2 31.9 32.6
33.1 33.9 34.7 35.538.9 39.135.0 36.0 37.1 37.741.6 42.3 42.7 42.936.3 37.7 39.1 40.346.9 47.5 48.3 48.937.7 38.4 39.4 40.144.4 44.641.6 42.7 43.9 44.8
50.9 53.1 54.7 56.1 57.362.8 63.6 64.2 65.0 65.4
0.06'0.07*0.08'0.09,0.10,0.16,0.17.0.18.0.19'0.2028.7 29.S 30.2 31.1 31.835.3 35.8 36.3 36.5 36.936.1 37.3 38.2 38.« 39.5
27.8 30.9 33.2 35.4 37.3 39.0 40.5 41.9 43.045.3 46.5 47.6 4B.7 49.4 50.2 51.1 51.6 52.53B.2 42.3 46.0 49.0 51.6 54.0 55.4 57.1 5B.761.2 62.5 63.4 64.3 65.2 65.9 66.8 67.3 67.7
HAT 'PB6' 3019.0,0'0'0'40. 0. 0. 0.
KEF 1 'R-85'COX 'KAHA2AUA UNIVERSITY TEST DATA'SS«2 423..C..4,20
0.01.0.02.0.03.0.04.0.05.0.06'0.07,0.11,0.12,0.13,0.14,0.15,0.16,0.17,
8.3E-4.20. 21.9 23.0 23.8 24.3 24.8 25.427.0 27.0 27.3 27.4 27.6 27.727.8 29.2 30.1 30.9 31.6 32.133.9 34.2 34.5 34.6 34.8 34.729.4 31.9 33.2 34.9 36.1 37.2
0.08.0.09.0.10.0.18.0.19.0.2025.9 26.0 26.4
40.2 41.1 41.7 42.3 43.1 43.5 43.7650. .20. 26.8 33.7 38.1 41.7 44.3 46.8 48.7
5 o 5 o 5 o 5 0 5 0 5 D 5 0-1 2 3 4 5 6 7
2732343744
67992
50.6
2 7 .3 2 .3 4 .3 8 .4 4 .5 2 .
5
1 27.81 33.41 34.8r 39.3
44.753.0
) 5 -5 08
Appendix G (Continued)
PATASEO. NO.
125112521253125412551256125712581259126012611262126312641265126612671268126912701271127212731274127512761277127a12791280128112821283128412BS128612871288128912901291129212931294129512961297129812991300
1 2 3 4 5 6 75 o 5 0 5 0 3 0 5 0 5 0 5 0-
SSR2 373..C.3
8.3E-4.
1.7E-2,
1.7E-1.
SSR2 293..C,
1.7E-4,
3.0E-4,
1.7E-2,
1.7E-2,
1.71-1,
0.89 ,
410. .
650. ,
SSR2 233.,C.
B.3E-4.
1.7E-2.
1.7E-1.
650. ,
54.2200.01,0.11,19.627.624.035.126.042.1
200.01,0.11.
, 18.230.919.731.2
. 21.937.9
. 26.341.9
, 28.446.4
• 23.341.6
. 25.249.4
. 38.96S.9
.200.01.0.11.
, 24.338.5
. 30.146.8
. 33.252.7
. 41.169.1
55.1 55.7 56.2 56.8 57.4 57.7 58.4 18.B 59.2
0.02,0.03.0.12.0.13.23.8 24.928.0 28.127.1 29.135.6 35.930.5 32.942.8 43.4
0.02.0.03.0.12.0.13.21.0 23.231.7 31.922.1 25.231.8 32.326.9 29.038.4 39.230.1 32.242.7 43.433.3 36.547.5 48.227.8 31.942.1 42.931.7 36.750.2 51.245.0 49.767.1 67.9
.0.02.0.03,
.0.12.0.13.27.4 30.239.0 39.034.5 37.747.6 48.237.9 40.553.5 54.445.9 50.670.2 71.0
0.04,0.05•0.14.0.1525.4 25.928.3 28.730.4 31.436.1 36.334.7 36.543.9 44.5
.0.04.0.05,
.0.14.0.15,24.4 25.632.4 32.926.4 27.433.0 33.731.1 32.&39.2 39.934.0 35.644.1 44.838.0 39.449.0 49.833.9 35.943.7 44.139.3 41.951.9 52.552.6 55.668.9 70.1
0.04.0.05,0.14.0.15.32.0 33.539.7 40.239.8 41.248.6 49.243.0 45.255.0 55.954.9 58.272.0 72.9
.0.06.0.07,0.08,0.09,0.10'rO.16'0.17.0.IB.0.19.0.2026.2 26.6 27.0 27.3 27.428.9 29.0 29.3 29.4 29.332.5 33.1 33.9 34.3 34.836.3 36.9 36.8 37.2 37.137.4 38.3 39.4 40.1 41.445.0 45.5 43.9 46.5 46.8
0.06,0.16,26.633.128.134.533.740.336.645.340.750.536.844.743.152.857.970.9
0.06,0.16,34.640.542.649.946.856.560.473.7
0.07.0.08.0.09.0.10.0.17.0.18.0.19.0.2027.7 28.7 29.3 30.333.6 34.0 34.4 34.828.8 29.4 30.0 30.6
34.740.537.846.042.2SI.337.944.944.B53.360.071.6
35.e 36.8 37.441.0 41.6 41.939.0 40.1 41.046.6 47.1 47.543.7 44.6 45.852.0 53.1 53.939.0 40.0 40.945.3 45.4 45.646.2 47.2 4B.3
61.7 63.0 64.572.5 73.3 74.1
0.07.0.08.0.09.0.10.0.17.0.18.0.19.0.203S.9 36.6 37.3 38.141.1 41.5 41.9 42.243.5 44.2 45.1 46.050.3 50.6 51.3 51.748.5 49.6 50.8 51.757.1 57.7 58.2 58.762.7 64.8 66.5 67.774.2 75.0 75.6 75.7
HAT 'LEAD' 3100.4.0.0.0.029.0E-6, 16100.. 5590.. 0.4429.0E-6 293.. 29.1E-6 373.. 30.0E-6 473.. 31.3E-6 573.
HAT 4001.0.0.0.0.3•OAK'0. 0. 0. 0,
REF 1 'R-41'SSR 293.,CO,1
1.0E-4.11. 0.01 9.8, 0.02 47.9, 0.03 49.8. 0.041 49.8.
5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
-5 0B
JAERI-Data/Code 97-049
Appendix G (Continued]
DATA
1301
1303
130413051506130713081309131013111312131313141315131613171318131913201321132213231324132513261327132B132913301331133213331334133513361337333813391340134113*213431344134 513461347134B13491350
SS«
SSR
•HAT
REFCOMSSB
SSR
SSR
•
HUT
KEFSSR
SSR
SSR
«NAT
REF
1
?93.,C
293..C1.0E-4
•OAK1
0. 01 'R
45
9012
-41'9 M FALL293..C•l.E-2
293..C•l.E-2
293.,C•l.E-2
0,11
4512
9013
•PLYWOOD"0. 01 -R-41293..C,l.OE-4,
293..C,l.OE-4,
293..C,l.OE-4,
0,11
4513
9013
•PLYHOOD'0. 01 'R-41
2
0.051
,1
0.0510.357
,1, 0.010.0510.357
49. S,
15.4,36. e.
0.69,6.77,12.6.
4OO2.0.0. 0•
1. 0.02
0.1510.431
,1. 0.02
0.1510.431
.1, 0.02
0.1510.4311.2
22.3,61.4,77.6,
6.96,27.2,35. >.
1.37,12.9,20.5,90.0
4003,0,0. 0
1, 0.01
0.0510.3S7
,1, 0.01
0.0510.3571.2
.1, 0.01
0.0510.3571.2
0.2946.2>19.6
2.4S22.132.6• 6.9
2.4519.622.575.7
4004,0,0. 0
3
0.105
0.1050.511
0.020.1050.511
0,0,0,3
0.0410.2230.511
0.0410.2230.511
0.0410.2230.511
0,0,0,3
,0. 0 2, 0.105, 0.511
, 0.02, 0.105. 0.511
, 0.02, 0.105, 0.511
0,0,0,3
50.7.
21.0,50.1,
3.53,e.43.16.9,
so.a.59.3,74.1,
33.7,34.3,42.4,
15.2,15.2,21.4,
4
0
0
.163
.1630.693
000
000
000
0
.03
.163
.693
.062
.288693
062288693
0620.2880.693
o.5ae,8. «332.2
10.92S.634.4
19.617.523.4
0.03
5
52.3,
24.5,70.5
S.499.41,29.4,
71.1,60.2,80.2
39.2,34.3,62.0,
16.1,16.1,28.5'
2.450.163 10.0.598 43.
0.03 19.0.163 27.0.693 39.
0.03 21.0.163 IB.0.693 27.
42
692
181
6
0.223 53.
0.223 28.
7 S
•),
4,
0.041 6.28,0.223 10.0.92 76.
0.105 69.
b.2
S,0.3S7 66.0,
0.105 31.0.357 36.10.92 6B.
0.105 14.0.357 16.10.92 68.1
, 0.041, 0.223
, 0.041, 0.223, 0.92
, 0.041, 0.223, 0.92
!,
4.31,12.6,
21.0,29.8,50.6,
20.7,20.7,37.9,
5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
-5 0
e
Appendix G (Continued)
DATASEG. HO.
135113S2135313541355135613571358135913601361136213631364136513661367136B1369137013711372137313741375137613771378137913801381138213S31384138513861387138813B913901391139213931394139513961397139B13991400
1 2 3 4 5 6 7.-5 o 5 0 5 0 5 o 5 0 5 (, j 0 -
8-5 0
COMSSR
REFCOMSSR
REFCOMSSR
REFCOMSSR
«EFCORSSR
HAT
REF
•9 H FALL •293.,C,0,1•H.E-2,11, 0.02 2.26 , 0.041 5.79 , 0.062 9.B1 , 0.083
0.128 11.8 - 0.174 15.2 , 0.223 15.2 , 0.28*0.357 30.3 , 0.511 46.4 , 0.693 104.
293.,C,45,1• l . E - 2 , 1 3 , 0.02 1.96 , 0.041 4.9 , 0.062 10.7 , 0.063
0.105 27.2 , 0.128 27.2 , 0.174 27.2 , 0.2230.3S7 32.3 , 0.511 33.0 , 0.693 33.8 , 0.921.2 67.7
293.-0,90,1• l . E - 2 , 1 3 . 0.02 0.8B , 0.041 7.16 , 0.062 12.1 . 0.083
0.128 32.3 , 0.174 29.4 , 0.223 25.9 , 0.2880.357 25.0 , 0.511 31.2 , 0.693 32.2 , 0.921.2 53.6
12.5.16.5,
24.0,26.B,49. ,
17.4,29.4,40.1,
4005,0,0,0,0,10.
•BALSA'0. 0. 0.I 'R-42''SPECIFIC GRAVITY 0.17'293.,C,90,1l.OE-4, 4, 0.1 1.0, 0.21.2.
4006,0,0,0,0,1'BALSA'0. 0. 0. 0.1 'R-42'•SPECIFIC GRAVITY 0.1B'293.,C,90,11.1E+2, 4, 0.1 3.3, 0.2 2.9,
4007,0,0,0,0.1
0.3 1.6, 0.4 2.2
0.3 2.8, 0.4 2.9
'BALSA'0. 0. 0.1 'R-42''SPECIFIC GRAVITY 0.1B-293..C,90,11.1E<2, 4, 0.1 2.0, 0.2 2.1, 0.3 2.5. 0.4 2.9
'BALSA'0. 0.1 'R-42''SPECIFIC GRAVITY 0.20'293.,C,45,2l.OE-4, 4, 0.1 3.2, 0.21.1E*2, 4, 0.1 5.5, 0.2293.,C,90,11.3E»2, 4, 0.1 16.9, 0.2 16.8,
4008,0,0,0,0,20.
3.6,
6.4,
0.3 4.0,0.3 7.4,
0.4
0.4
4.6B.3
0.3 16.7, 0.4 16.5
•BALSA-0. 0.1 'R-42'
4009,0,0,0,0,10.
--5 0 5 0 5 0 5 0 5 0 5 0 5 0-
1 2 3 4 5 6 7
-5 0
8
- 9 9 -
JAERI-Data/Code 97-049
Appendix G (Continued)
DMASEe. NO.
1401140214031404140S14061407140>1409141014111412141314141415111614171416141914201421142214231424142S14261427142S142914301431143214331434143514361437143B143914401441144214431444144514461447144814491450
1 2 S 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0-
COH 'SPECIFIC GRAVITY 0.21'5SR 293.,C,0,1
l.OE-4, 4/ 0.1 14.7, 0.2 14.9, 0.3 15.2, 0.4 15.7
8-5 o
KEFCOMSSR
REFCOMSSR
REFCOM
SSR
SSR
KEFCOMSSR
REFCOMSSR
REFCOM
4010,0/0,0/0,10.
•BALSA'0. 0. 0.1 'R-42''SPECIFIC GRAVITY 0.21'293.,C,0,11.0E-4, 4, 0.1 14.0. 0.2 14.1, 0.3 14.4, 0.4 14.9
'BALSA' 4011,0,0,0,0,20. 0. 0. 0.1 'R-42''SPECIFIC GRAVITY 0.25'293..C.O.I1.1E»2, 4, 0.1 22.3, 0.2 22.1, 0.3 21.9, 0.4 21.7293..C.45,11.3E42. 4, 0.1 >.l, 0.2 9.5, 0.3 10.9, 0.4 12.3
•BALSA' 4012,0,0,0,0,30. 0. 0. 0.1 'R-421
•SPECIFIC 6RAVITY 0.26'293.,C,90,21.0E-4, 4, 0.1 2.2, 0.2 2.a.1.3E*2. 4, 0.1 5.1, 0.2 5.9.293.,C.45,1l.OE-4, 4, 0.1 4.9, 0.2 5.1.293.,C,0,1l.OE-4, 4, 0.1 19.1, 0.2 20.1, 0.3 21.1, 0.4 22.2
0.3 3.4,0.3 6.B,
0.4 4.50.4 7.a
0.3 6.7, 0.4 7.a
4013,0,0,0,0,10.
'BALSA'0. 0. 0.1 'S-42'•SPECIFIC GRAVITY 0.26'293.,C,0,1l.OE-4, 4, 0.1 22.3- 0.2 21.8, 0.3 21.5, 0.4 21.2
4014,0,0,0,0,10.
'BALSA'0. 0. 0.1 'R-42'•SPECIFIC GRAVITY 0.26'293.,C,45.1l.OE-4. 4, 0.1 3.3, 0.2 5.6. 0.3 7.9. 0.4 10.4
•BALSA'0. 0. 0.1 'R-441
'SPECIFIC GRAVITY 0.09
4015.0,0,0,0,40.
_-5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
-5 0B
Appendix G (Continued)
DATASES. NO.
145114521453,14 54145S14561457145B145914601461146214631464146514661467146>146914 701471147214 731474147514741477147»14 7914S0
i4ai1482nes14841485I4861407148C14B9149014911492149314941495149614971490149915O0
SSR
SSR
SSR
SSR
•MAT
REFCOMSSR
REFCOMSSR
293.,C, 0,1l.OE-4, 7, 0.02 4.16.0.1 4.59, 0.2 4.60, 0.3 4.61, 0.4 4.60,
0.5 4.60. 0.6 4.5629J.,C,45,1l.OE-4, 7, 0.02 0.54,0.1 0.91, 0.2 0.99. 0.3 1.05. 0.4 1.13.
0.5 1.27. 0.6 1.51293..C.60.1l.OE-4. 7. 0.02 0.3a.0.1 0.60. 0.2 0.66. 0.3 0.69. 0.4 0.77.
0.5 0.86. 0.6 1.01293..C,90.1l.OE-4. 7, 0.02 0.25,0.1 0.44, 0.2 0.47, 0.3 0.50, 0.4 0.55,
0.5 0.60, 0.6 0.66
•BALSA' 4016,0,0,0,0,10. 0. 0. 0.1 •R-44''SPECIFIC GRAVITY 0.18'293.,C, 0.1l.OE-4, 7, 0.02 10.4, 0.1 10.9, 0.2 10.95, 0.3 10.94, 0.4 10.9.
0.5 10.7, 0.6 10.7
4017,0,0,0,0,10.
'BALSA'0. 0. 0.1 'R-44''SPECIFIC GRAVITY 0.31'293.,C, 0,1l.OE-4, 7, 0.02 22.19. 0.1 22.6. 0.2 22.5, 0.3 22.5. 0.4 22.4,
0.5 22.3 . 0.6 21.3
4018,0.0,0,0.10.
MAT 'BALSA'0. 0.
REF 1 'R-49'COM 'SPECIFIC GRAVITY 0.22'SSR 293..C,90,1
»l.E-2, 9, 0.01 0.776, 0.O2 1.34, 0.05 2.05. 0.11 2.29, 0.22 2.35,0.36 2.40 , 0.51 2.35. 0.69 2.45. 0.92 2.67
HAT 'BALSA' 4019.0.0.0,0.10. 0. 0. 0.
BEF 1 'R-49'CON 'SPECIFIC GRAVITY 0.22'SSR 293..C. 0.1
41.E-2. 8. 0.02 7.7. 0.04 15.1, 0.06 22.1. 0.08 27.4. 0.16 23.a.0.29 20.2, 0.36 18.2, 0.43 14.1
MAT 'BALSA' 4020,0,0,0,0,10. 0. 0. 0.
REF 1 'R-49'COM 'SPECIFIC GRAVITY 0.22'SSR 293..C, 0,1
5 o 5 0 5 0 5 0 5 0 5 0 5 0-1 2 3 4 5 6 7
-5 08
100-
JAERI-Data/Code 97-049
Appendix G (Continued)
DATASEO. DO.
150115021503ISO*15051506150?150S1509151015511512151515141515151415171SU1519152015211522152315241525152615271529152915301531153215331531153515341537i53a1S39154015411542154315441S4S1S461547154815491550
1 2 3 4 5 6 75 o 5 o 5 0 5 0 5 0 5 0 5 0 -
B-5 0
REFCOMSSR
KEFCOHSSR
KEFCOHSSR
0.02 7 .7 ,0.29 20.0/0.69 1.23,
0.04 15 .1 '0.36 18.4,0.74 7.54,
0.06 22 .1 ,0.43 16.6,0.60 7.06
O.OB 27.4,0.51 14.1,
0.16 23.B,o.6o io.e.
4021,0,0,0,0,10.
'BALSA'0. 0. 0.1 "R-491
•SPECIFIC GRAVITY 0.22'293.,C, 0,1• l . E - 2 , 1 5 , 0.02 7.7 , 0.04 1 5 . 1 ,
0.29 IS .7 , 0.36 16.6,0.69 t . 7 2 , 0.74 >.29.
0.06 2 ! . 1 , COS 27.4, 0.16 23.2 ,0.43 14.3, 0.51 11.9, 0.60 10.0,O.tO B.53, 0.92 8.62, 1.05 7.27
'BALSA' 4022,0,0,0,0,10. 0. 0. 0.1 •R-49''SPECIFIC GRAVITY 0.22'293.,C,90,1+1.E-2, 9, 0.01 0.776, 0.02 1.34,
0.36 2.20 , 0.51 2.12,0.05 2.05, 0.11 2.29, 0.22 2.20,0.69 2.16, 0.92 2.12
HAT 'BALSA' 4023.0,0,0,0,10. 0. 0. 0.
REF 1 'R-49'COH 'SPECIFIC GRAVITY 0.22'SSR 293.,090,1
•l.E-2, 9, 0.01 0.776, 0.02 1.34,0.36 2.20 , 0.S1 2.23,
NAT 'PLYWOOD' 4100,0,0,0,0,01.0E-6. 1B.0, 7.1, 0.26
EDOHAT
0.05 2.05.0.69 2.35,
0.11 2.29,0.92 2.43
'SUS304'0. 0. 0.1 'R-51 ''HI B.90.CR IB.63293. ,T , ,11.000E-41.010E-49.8 ,1
0.0280.058
3.5E«2 , 1 , 0.1104.0E42 ,14.95E»2,15.81E»2,1S.83E*2,15.92E*2,15.95E«2,1
2033,0,0,0,0,20.
C 0.08,SI O.?1,HN 1.67,P 0.02B,S 0.008*
5.8E»1
0.002 196.0.009 375.
0.019 453.504.572.674.763.845.
0.1620.2090.295 1000.0.252 91«.0.41B 1165.0.380 1116.
5 0 5 o 5 o 5 <j 5 0 5 0 5 0 - -1 2 3 4 5 6 7
-5 0S
Appendix G (Continued]
01TASE«. HO.
15511552155315S41SS515561557155B155915601561
1 2 3 4 5 6 75 o 5 0 5 0 5 0 5 0 5 0 5 0 -
5.97J*J,1- 0.341 1067.8.29E«2,1, 0.450 1203.
SSR 673. ,T , ,61.000E-4, 1 , 0.110 379.1.001E-4, 1 , 0.162 437.1.002E-4, 1 , 0.209 493.
B-5 0
7.47.59.3
1 , 0.295 561.1 , 0.063 295.1 , 0.256 S28.
101
ft
4
ft
It
ft
Mi
SitftIt
ftft
y
4-
T•y
7
-
• 7' 7fcfe
y
/t/
y
XT 7
t"
rv'T
A
Ty
/u
7
y
y
E ^m
kg
AK
mol
cd
r rad
sr
S 3
ml£j j
X
s*
fig
<s-r-b
m
US
sm
n .^+'-. fj* , tm ft .
a, ans%
y 9 1
my 9 7yi/ -y *5
W
ft
s
9. Aft
s ft
9 y x
0.ffi ft7 y x
x £ ft
ft
«l«l ft^ ft
—
•y
7
7
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;u
yu
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7'•y
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IV
T 7
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— / y
X ~
X
y 'J
•yy
y
hK
A
X
/ v '
7
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u y 0 x ft- y
7
7 \s
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y
^
-(h
Hz
N
Pa
J
W
C
V
F
ns
Wb
T
H
tlm
lx
BqGySv
s - .
m-kg/s2
N / m '
N-m
J / s
A s
VV/A
C/V
V/AA/V
V-sWb/m!
Wb/A
cd-sr
lm/m!
s"'
J/kgJ/kg
7 > .
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« T
SI<
VftD
a»y
t-
Emin.
•
1. L
t
eVu
h.
1
d-
* 5
leV=1.6O218xlO-"J1 u=1.66054xl0-"kg
^ / f X l - D - A
' < — y
/< - IV
if iv
4- ^ 'J1/ y h y y
7 K
1/ A
Ab
bar
Gal
CiR
radrem.
A=0.1nm = 10-'0m
1 b=100fm2 = 10-"m2
1 bar=0.1 MPa=10sPa
lCi=3.7xlO"1Bq
lR=2.58xlO"4C/kg
1 rad = lcGy=10 !Gy
1 rem=lcSv= 10 !Sv
10"10"10"10*10'101
10'
10'
10"'
10"10""3
io-10''
10""10""10""
mm.x 7- ;
• f
4-'j<
4-/s 7
f
r•b y
5v -f 7-}•
t"
7 x AT
i f
7
/J'
A'a
•y
7^
•
E tE
P
T
G
M
k
h
da
d
cm
u
n
Pf
a
(tt)1. - 5 11 ("BIBWftSU » 5 K . H B
1985^flJfflCJ;4o ^c/cL. 1 eV
4B J: Of 1 u ©t t l i CODATA
2.
3. barli.
barniij;
m
IV
1
ft
m•
»w
N( = 10sdyn)
1
980665
4.44822
kgf
0.101972
1
0.453592
ft I Pa-s(N-s/mI)=l0P(.1!T
Aft I mVs= 10
J(=lO'erg)
I
9.80665
3.6x10'
4.18605
1055.06
1.35582
1.60218x 1 0 "
Bq
1
3.7 x 10'°
• S t ( * r - > * )
kgf-m
0.101972
1
3.67098 x 10s
0 426858
107.586
0.138255
1 63377 x \0'">
Ci
2.70270 x 10'"
1
lbf
0.224809
2.20462
1
*)(g/(cm-s))
<cmV.)
kW-h
2.77778 x 10"
2.72407 x 1 0 -
1
1.16279 x 1 0 -
2sO072x]0"
3.76616x10'
4.45050 x 1 0 "
m
E
n
MPa( = 10bar)
1
0.0980665
0.101325
1.33322 x 1 0 -
6.89476 x 10"
cal(itft^)
0.238889
2.34270
8.59999 x 10
1
252.042
0.323890
3.82743x10
Gy
1
0.01
rad
100
1
s
kgf/cm'
10.1972
1
1.03323
1.35951 x l O !
7.03070 x 1O'!
Btu
9.47813 x 10"
9.29487 x 10"
3412.13
3.96759 x 10"
1.28506x10"
1.51857x10-
p.itm•
i
3
3
1
22
atm
9.86923
0.967841
1
1.31579 x 10"
6.80460xl0' :
ft • lbf
0.737562
7.23301
2.65522 x 10
3.08747
778.172
1
1.18171 x 10
C/kg
1
2.58 x 10"
14
eV
6.24150x10
6.12082x 10
2.24694 x 10
2.61272 x 10
6.58515 x 10
8.46233 x 10
1
R
3876
1
mmHg(Torr)
7.50062 x 10'
735.559
760
1
51.7149
1 cal = 4
" = 4.
= 4.
" f t**
= 75
lbf/in!(psi)
145.038
14.2233
14.6959
1.93368x10-'
1
18605 J(ItftS)
184 J (ftff?)
1855 J (15 "O
1868J(aK*»
PS (.iumti)
kgf-m/s
" = 735.499 W
ISft
ft
Sv
1
0.01
rem
100
1