Datos de Resostencia

8/16/2019 Datos de Resostencia

1/117

MUESTRA 01

Tiempo Carga Deformacion Axial

Division kg σ=PA Divisi!n "#cm$

0 0%0 0%00 0%00000 0%00 0%00000

& 1'%0 10&%00 '%1&((0 1%&0 0%00)(1

10 *+%& *0,%*& (%1,-0+ *%'0 0%00,101& '1%& )11%*& 1*%)*+(+ )%)0 0%00()(

*0 &'%0 '0&%00 1,%0'10( '%00 0%0101,

*& +1%0 &)*%&0 *1%0-10& &%&0 0%01)-+

)0 (*%& ,1(%+& *'%&0+*1 ,%00 0%01&*'

)& --%& +',%*& *-%&&+1( +%&0 0%01-0&

'0 11(%0 ((&%00 )&%0&*+) (%00 0%0*0)*

'& 1*-%& -+1%*& )(%',((- (%-0 0%0**,1

&0 1&,%0 11+0%00 ',%)'0-0 -%(0 0%0*'(-

&& 1+-%0 1)'*%&0 &)%1+)*1 10%'0 0%0*,'*

,0 1--%* 1'-'%00 &-%1+)++ 11%&0 0%0*-*1,& *1-%* 1,''%00 ,&%11'-1 1)%(0 0%0)&0&

+0 *)(%& 1+((%+& +0%('(11 1&%00 0%0)(10

0 10 *0 )0 '0 &0

0%00

&00%00

1000%00

1&00%00

*000%00

f#x$ = *&%&'1*&x . +-%*')+&

Velocidad de carga

t vs P

Timpo

Carga

)0%00

'0%00

&0%00

,0%00

f#x$ = -,,*%0+1*(--,0)x . )%'&)&,''+1-

σ vsε

Esfuerso


2/117

0%00000 0%00100 0%00*00 0%00)00 0%00'00

0%00

10%00

*0%00

Deformacion uni

0%000000%001000%00*000%00)000%00'000%00&000%00,0

0%000

0%000

0%000

0%0010%001

0%001

0%001

0%001

0%00*

0%00*

0%00*

f#x$ = 0%**&'*00**'x . 0%0001,)+(-)

εt vsε

Deformacion unitaria axial

Deformacion unitaria transverasl


3/117

Deformacion /ransversal

Division "#cm$ #*"2$

0%00000 0%00 0%00000 0%00000

0%000+, 1%00 0%00010 0%0000'

0%001** *%00 0%000*0 0%0000(0%001,( &%00 0%000&0 0%000*0

0%00*0) +%(0 0%000+( 0%000)1

0%00*+- 11%00 0%00110 0%000''

0%00)0& 1*%00 0%001*0 0%000'(

0%00)(1 1)%(0 0%001)( 0%000&&

0%00'0, 1,%** 0%001,* 0%000,&

0%00'&* *0%*0 0%00*0* 0%000(1

0%00'-( *)%'0 0%00*)' 0%000-'

0%00&*( *,%(0 0%00*,( 0%0010+

0%00&(' )0%00 0%00)00 0%001*00%00+01 )'%*0 0%00)'* 0%001)+

0%00+,* ')%*0 0%00')* 0%001+)

,0 +0 (0


4/117

0%00&00 0%00,00

taria

00%00+000%00(000%00-00


5/117

MUESTRA 01

Dimensiones a 3 4

'-%(0( &0%,- &0%11

5ol6men 1*,&1,%1masa#g$ 1--%&

Densi7a7 0%001&+,(+''

Densi7a7 #kgm8)$ 1&+,%(+''00)()&

Area 7e carga cm8* *&%*&


6/117


7/117

MUESTRA 0*



0 0%0 0%00 0%00000 0%0 0%00000

& 1&%0 11*%&0 '%)-0'+ 1%( 0%00'&+

10 *-%0 *1+%&0 (%'((*' *%& 0%00,)&1& '*%0 )1&%00 1*%*-))1 )%* 0%00(1)

*0 &&%0 '1*%&0 1,%0-()( '%1 0%010'1

*& +0%0 &*&%00 *0%'(((' &%0 0%01*+0

)0 ()%& ,*,%*& *'%''0*, ,%0 0%01&*'

)& 100%0 +&0%00 *-%*,-+( +%0 0%01++(

'0 11+%0 (++%&0 )'%*'&,' (%0 0%0*0)*

'& 1)0%0 -+&%00 )(%0&0+1 (%- 0%0**,1

&0 1&,%0 11+0%00 '&%,,0(& 10%0 0%0*&'0

&& 1(0%0 1)&0%00 &*%,(&,0 10%& 0%0*,,+

,0 *00%0 1&00%00 &(%&)-&, 11%* 0%0*('&,& **0%0 1,&0%00 ,'%)-)&1 1)%( 0%0)&0&

+0 *'0%0 1(00%00 +0%*'+'+ 1,%0 0%0'0,'

+& *&-%& 1-',%*& +&%-&&0+ 1(%0 0%0'&+*

(0 *(0%0 *100%00 (1%-&&)( *1%0 0%0&))'

(& *-&%0 **1*%&0 (,%)'&(' *(%0 0%0+11*

-0 )10%0 *)*&%00 -0%+),)1 )+%( 0%0-,01

-& )*,%0 *''&%00 -&%'1-'+ ''%0 0%111+,

100 )'0%0 *&&0%00 --%&1+*' &*%& 0%1)))&

0 *0 '0 ,0

0%00

&00%00

1000%00

1&00%00

*000%00

*&00%00

)000%00

f#x$ = *,%+**'0*&-+'x . 10'%,-1&&(''1,

Velocidad de carga

t vs P

Timpo

Carga


8/117

0%00000 0%00&00 0%01000 0%01&00

0%00

*0%00

'0%00

,0%00

(0%00

100%00

1*0%00

σ vsε

Deformacio

Esfuerso

0%00000 0%00100 0%00*00 0%00)00

0%00

10%00

*0%00

)0%00

'0%00

&0%00

f#x$ = -'&,%++),,'1,0-x .

σ vsε

Deformacio

Esfuerso

0%000

0%000

0%000

0%000

0%001

0%001

f#x$ = 0%11(0(,1'0)x 9 *%,*&,-1-'1&1,'-E.0

εt vsε



9/117

0%00000 0%00100 0%00*00 0%00)0

0%000

Deformacion unitaria axi


10/117



0%00000 0 0%00000 0%00000

0%000-1 *%(0 0%000*( 0%00011

0%001*+ '%*0 0%000'* 0%0001+0%001,) ,%00 0%000,0 0%000*'

0%00*0( +%*0 0%000+* 0%000*-

0%00*&' -%*0 0%000-* 0%000)+

0%00)0& 10%'0 0%0010' 0%000'*

0%00)&, 11%)0 0%0011) 0%000'&

0%00'0, 1*%*0 0%001** 0%000'-

0%00'&* 1)%00 0%001)0 0%000&*

0%00&0( 1)%*0 0%001)* 0%000&)

0%00&)) 1)%)0 0%001)) 0%000&)

0%00&,- 1)%(0 0%001)( 0%000&&0%00+01 1'%00 0%001'0 0%000&,

0%00(1) 1'%*0 0%001'* 0%000&+

0%00-1' 1'%&0 0%001'& 0%000&(

0%010,+ 1'%-0 0%001'- 0%000,0

0%01'** 1&%)0 0%001&) 0%000,1

0%01-*0 1&%'0 0%001&' 0%000,*

0%0**)& 1&%(0 0%001&( 0%000,)

0%0*,,+ 1,%00 0%001,0 0%000,'

(0 100 1*0


11/117

0%0*000 0%0*&00 0%0)000

unitaria

0%00'00 0%00&00 0%00,00

%(001('1')-

unitaria

0&


12/117

0%00'00 0%00&00 l


13/117

MUESTRA 0*

Dimensiones a 3 4

&0%+' &0%& &0%0&

5ol6men 1*(*',%,masa#g$ 1-(%'

Densi7a7 0%001&'+01-)

Densi7a7 #kgm8)$ 1&'+%01-)',-',(

Area 7e carga *&%,*


14/117


15/117


16/117

MUESTRA 0)



0 0 0 0 0%00 0

& 1&%& 11,%*& '%&(++'-+' 1%+0 0%00')1(

10 )' *&& 10%0,)'&1 *%(0 0%00+11*1& '( ),0 1'%*0+**& '%)0 0%010-**

*0 ,'%& '()%+& 1-%0-0-&(, &%-0 0%01'-(,

*& (*%& ,1(%+& *'%'1(,,( +%*0 0%01(*((

)0 -)%& +01%*& *+%,+''-0' (%&0 0%0*1&-

)& 10(%' (1) )*%0(','-( -%*0 0%0*)),(

'0 1*) -**%& ),%'0,01'1 10%*0 0%0*&-0(

'& 1)1%) -('%+& )(%(,*,(01 11%00 0%0*+-'

&0 1'& 10(+%& '*%-1+,&(- 1*%*0 0%0)0-((

&& 1&-%& 11-,%*& '+%*0-'*'( 1'%*0 0%0),0,(

,0 1+' 1)0& &1%&011-0, 1,%00 0%0'0,',& 1((%* 1'11%& &&%+0'1,1' 1(%*0 0%0',**(

+0 *01%* 1&0- &-%&&1-&1& *0%*0 0%0&1)0(

0 10

0

*00'00

,00

(00

1000

1*00

1'00

1,00

f#x$ = *1%*

Carga


17/117

0

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00

+0%00

Esfuerso

0 0

0%00

10%00

*0%00

)0%00

'0%00

&0%00

f#x$ =

Esfuerso

0%000

0%000

0%001

0%001

0%001

0%001

0%001

0%00*

0%00*

0%00*

f#x$ = 0%1((0-)Deformacion unitaria tr


18/117

0 0%00*

0%000


19/117



0 0 0 0

0%000(,), '%* 0%000'* 0%0001,(

0%001'**' +%( 0%000+( 0%000)1*0%00*1('' 11 0%0011 0%000''

0%00*--+* 1'%( 0%001'( 0%000&-*

0%00),&+, 1+%( 0%001+( 0%000+1*

0%00')1( *1 0%00*1 0%000('

0%00',+), *'%' 0%00*'' 0%000-+,

0%00&1(1, *(%* 0%00*(* 0%0011*(

0%00&&(( )1%( 0%00)1( 0%001*+*

0%00,1-+, )'%* 0%00)'* 0%001),(

0%00+*1), )+%& 0%00)+& 0%001&

0%00(1*( )-%- 0%00)-- 0%001&-,0%00-*'&, ')%*1 0%00')*1 0%001+*('

0%010*,1, '&%1 0%00'&1 0%001(0'

*0 )0 '0 &0 ,0 +0 (0

1x 9 '1%-&

Velocidad de carga

t vs P

Timpo


20/117

0%00* 0%00' 0%00, 0%00( 0%01 0%01*

σ vsε

Deformacion unitaria

%001 0%00* 0%00) 0%00' 0%00& 0%00, 0%00+

+00&%&10*&+&')'x . 0%(,1+0((0*&

σ vsε


&'1x 9 ,%0'*0*,,1110(&*E.00&

εt vsε

nsverasl


21/117

0%00' 0%00, 0%00( 0%01 0%01*Deformacion unitaria axial


22/117

MUESTRA 0)

Dimensiones a 3 4

'-%- &0%+( &0%*(

5ol6men 1*+'0&%,masa#g$ *00%+

Densi7a7 0%001&+&*('

Densi7a7 #kgm8)$ 1&+&%*()--++0-1

Area 7e carga *&%)'


23/117


24/117


25/117

MUESTRA 0'



0 0%0 0%00 0%00000 0%00 0%00000

& +%& &,%*& *%*1*+0 1%*0 0%00)0&

10 1&%0 11*%&0 '%'*&'0 *%10 0%00&))1& *)%& 1+,%*& ,%-))1) )%00 0%00+,*

*0 )*%0 *'0%00 -%''0(, '%00 0%0101,

*& ')%0 )**%&0 1*%,(,1, &%'0 0%01)+*

)0 ,*%0 ',&%00 1(%*-1,+ ,%-0 0%01+&)

)& (&%0 ,)+%&0 *&%0++*- (%00 0%0*0)*

'0 10,%0 +-&%00 )1%*+*(, -%00 0%0**(,

'& 1*0%( -0,%00 )&%,)-*, 10%&0 0%0*,,+

&0 1&,%0 11+0%00 ',%0*'*1 1*%00 0%0)0'(

&& 1-0%) 1'*+%*& &,%1'),' 1'%00 0%0)&&,

,0 *1(%& 1,)(%+& ,'%',)'0 *1%-0 0%0&&,),& *',%0 1('&%00 +*%&+,,' &&%00 0%1)-+0

+0 *+&%& *0,,%*& (1%*+--' ,(%10 0%1+*-+

+& *--%0 **'*%&0 ((%*1)0+ ((%*0 0%**'0)

0 10 *0 )0 '0 &0 ,0 +0 (0

0%00

&00%00

1000%00

1&00%00

*000%00

*&00%00

f#x$ = )1%1(1*&x . *((

Velocidad de carga

t vs P

Timpo

Carga

&0%00

,0%00

+0%00

(0%00

-0%00

100%00

σ

Esfuerso


26/117

0%00000 0%01000 0%0*0

0%00

10%00

*0%00

)0%00

'0%00

0%000 0%001 0%00*

0%00

10%00

*0%00

)0%00

'0%00

&0%00

f#x$ = +'*-%&1(+

σ

Esfuerso

0%000 0%001 0%00* 0%00)

0%000

0%000

0%000

0%000

0%000

0%001

0%001

0%001

0%001

f#x$ = 0%11)&''(,,)x . ,%*

εt

Deformacio



27/117



0%00000 0%00 0%00000 0%00000

0%000,1 0%*0 0%0000* 0%00001

0%0010+ 1%*0 0%0001* 0%0000&0%001&* *%10 0%000*1 0%0000(

0%00*0) '%'0 0%000'' 0%0001(

0%00*+' &%*0 0%000&* 0%000*1

0%00)&1 +%00 0%000+0 0%000*(

0%00'0, 10%00 0%00100 0%000'0

0%00'&+ 11%-0 0%0011- 0%000'(

0%00&)) 1)%-0 0%001)- 0%000&,

0%00,10 1,%00 0%001,0 0%000,'

0%00+11 1-%00 0%001-0 0%000+,

0%0111) *1%(0 0%00*1( 0%000(+0%0*+-' *)%,0 0%00*), 0%000-'

0%0)'&- *&%*0 0%00*&* 0%00101

0%0''(1 )*%(0 0%00)*( 0%001)1

sε


28/117

0 0%0)000 0%0'000 0%0&000


0%00) 0%00' 0%00& 0%00, 0%00+

,(&+(x . )%(&*1+-+)-'

sε


0%00' 0%00& 0%00, 0%00+ 0%00(

+-*)&,)*1,*1,E.00&

vsε

unitaria axial


29/117

MUESTRA 0'

Dimensiones a 3 4

&0%,1 &0%*) &0%*

5ol6men 1*+,1&%'masa#g$ 1-'

Densi7a7 0%001&*01-**

Densi7a7 #kgm8)$ 1&*0%1-*1-10+*

Area 7e carga *&%'*


30/117


31/117

MUESTRA 0&



0 0%00 0 0 0%00 0%00000

& *,%00 1-&%00 +%&--,0 1%&0 0%00)(1

10 &&%00 '1*%&0 1,%0+,0( )%00 0%00+,*1& +&%00 &,*%&0 *1%-*1-* '%&0 0%011')

*0 101%00 +&+%&0 *-%&*1&* &%-0 0%01'--

*& 1*1%00 -0+%&0 )&%),+)+ +%00 0%01++(

)0 1'+%00 110*%&0 '*%-,,-, (%00 0%0*0)*

)& 1+*%00 1*-0%00 &0%*+'*+ -%00 0%0**(,

'0 *0)%00 1&**%&0 &-%))&)) 10%00 0%0*&'0

'& **+%00 1+0*%&0 ,,%)&0)& 11%00 0%0*+-'

&0 *&1%00 1((*%&0 +)%),&), 1*%00 0%0)0'(

&& *+,%00 *0+0%00 (0%,+*,+ 1,%+0 0%0'*'*

,0 *-0%00 *1+&%00 ('%+,'+, *1%00 0%0&))'

0 10 *0 )0

0

&00

1000

1&00

*000

*&00

f#x$ = ),%-,'*(&+1')x 9 1*%,

Velocidad d

t vs P

Ti

Carga

)0%00

'0%00

&0%00

,0%00

+0%00

(0%00

-0%00f#x$ = (-&+%,+,)))**

σ

Esfuerso


32/117

0%00000 0%00*00 0%00'

0%00

10%00

%

0%00000 0%00100 0%

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00

f#x$ = 10,,+%1'+&-'

σ

Esfuerso

0%00000 0%00100 0%00*00

0%000

0%000

0%000

0%000

0%000

0%000

0%000

0%000

f#x$ = 0%0&0)+&*1&-x

ε

Deformacio



33/117



0%00000 0%00 0%00000 0%00000

0%000+, 0%+0 0%0000+ 0%0000)

0%001&* 0%-0 0%0000- 0%0000'0%00**- 1%*0 0%0001* 0%0000&

0%00)00 1%,0 0%0001, 0%0000,

0%00)&, *%&0 0%000*& 0%00010

0%00'0, )%*0 0%000)* 0%0001)

0%00'&+ &%00 0%000&0 0%000*0

0%00&0( ,%00 0%000,0 0%000*'

0%00&&- +%,0 0%000+, 0%000)0

0%00,10 (%(0 0%000(( 0%000)&

0%00('( -%00 0%000-0 0%000),

0%010,+ -%*0 0%000-* 0%000)+

'0 &0 ,0 +0

-(-010--

carga

po

9 &%)''+*&',1'

sε


34/117

0 0%00,00 0%00(00 0%01000 0%01*00


00*00 0%00)00 0%00'00 0%00&00

'+)x . 0%(()'-00++,

sε


0%00)00 0%00'00 0%00&00 0%00,00

. )%('(++&1-*0*,+1E.00&

vsε

unitaria axial


35/117

MUESTRA 0&

Dimensiones a 3 4

&0%+* &0%&- &0%)

5ol6men 1*-0,,%0masa#g$ 1-&%*

Densi7a7 0%001&1*'0')

Densi7a7 #kgm8)$ 1&1*%'0')01(&(&

Area 7e carga *&%,,


36/117


37/117

MUESTRA 0,



0 0 0 0 0%0 0

& *& 1(+%& +%'''00'1* 1%1 0%00*+-'

10 &) )-+%& 1&%+(1*((+ *%0 0%00&0(1& (* ,1& *'%'1,)))& '%0 0%0101,

*0 111 ()*%& ))%0&1)+() &%) 0%01)',*

*& 1)0 -+& )(%+0((*1' ,%& 0%01,&1

)0 1+1 1*(*%& &0%-1,-((* +%) 0%01(&'*

)& 1-+ 1'++%& &(%,&(+&*' (%) 0%0*10(*

'0 **) 1,+*%& ,,%'00&1,+ -%0 0%0**(,

'& *'* 1(1& +*%0&+-&-( -%* 0%0*)),(

&0 *,* 1-,& +(%01)1,)1 10%0 0%0*&'

&& *(1 *10+%& ()%,+0,0,) 11%0 0%0*+-'

,0 *(1 *10+%& ()%,+0,0,) 1*%0 0%0)0'(,& *-' **0& (+%&'1'((' 1&%* 0%0)(,0(

+0 )0) **+*%& -0%**1)*-- *)%0 0%0&('*

+& )0& **(+%& -0%(1,(&0* *,%0 0%0,,0'

0 10 *0

0

&00

1000

1&00

*000

*&00 f#x$ = )*%'+0&((*)&)

Velo

Carga

100%00


38/117

0 0%00*0%00

*0%00

'0%00

,0%00

(0%00

Esfuerso

0 0%0

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00+0%00

(0%00

f#x$ = 1'',

Esfuerso

0 0%001

0%000

0%000

0%000

0%001

0%001

0%001

0%001

0%001

0%00*

0%00*

f#x$ = 0%)0*,11

Deformacion unitaria tr


39/117


40/117



0 0 0%00000 0%00000

0%000&&(( ,%* 0%000,* 0%000*&

0%00101, 1' 0%001'0 0%000&,0%00*0)* 1-%* 0%001-* 0%000++

0%00*,-*' *& 0%00*&0 0%00100

0%00))0* *-%( 0%00*-( 0%0011-

0%00)+0(' ))%* 0%00))* 0%001))

0%00'*1,' )& 0%00)&0 0%001'0

0%00'&+* ),%* 0%00),* 0%001'&

0%00',+), )(%) 0%00)() 0%001&)

0%00&0( )-%, 0%00)-, 0%001&(

0%00&&(( '&%, 0%00'&, 0%001(*

0%00,0-, &' 0%00&'0 0%00*1,0%00++*1, ,)%*1 0%00,)* 0%00*&)

0%011,(' ,(%'& 0%00,(& 0%00*+'

0%01)*0( +,%*& 0%00+,) 0%00)0&

)0 '0 &0 ,0 +0 (0

x 9 1,-%(&*-'11+,&

idad de carga

t vs P

Timpo

σ vsε


41/117

0%00' 0%00, 0%00( 0%01 0%01* 0%01'


1 0%00* 0%00) 0%00' 0%00&

&%&*&)01(01'x . 1%-(*-*1)-,-

σ vsε


0%00* 0%00) 0%00' 0%00& 0%00,

-0+x 9 0%0001*-*11,

εt vsε


nsverasl


42/117


43/117

MUESTRA 0,

Dimensiones a 3 4

&0%,+ '-%+1 &0%*

5ol6men 1*,'''%0masa#g$ 1-*%)

Densi7a7 0%001&*0()0(

Densi7a7 #kgm8)$ 1&*0%()0(01*1&)

Area 7e carga *&%1-


44/117


45/117


46/117

MUESTRA 0+



0 0%00 0%00 0%00000 0%00 0%00000

& *'%00 1(0%00 +%1*0&& 1%)0 0%00))0

10 '-%00 ),+%&0 1'%&)+(0 *%-0 0%00+)+1& +*%00 &'0%00 *1%),1,, '%00 0%0101,

*0 -)%00 ,-+%&0 *+%&-*1' &%*0 0%01)*1

*& 11&%00 (,*%&0 )'%11-)* +%00 0%01++(

)0 1)'%00 100&%00 )-%+&,'* (%'0 0%0*1)'

)& 1+1%00 1*(*%&0 &0%+))-' 10%10 0%0*&,&

'0 1-(%00 1'(&%00 &(%+''&, 1*%,0 0%0)*00

'& **'%00 1,(0%00 ,,%'&(&0 1&%*0 0%0)(,1

&0 *&*%00 1(-0%00 +'%+,&(1 1(%00 0%0'&+*

&& *+&%00 *0,*%&0 (1%&(-,+ *)%(0 0%0,0'&

,0 *-+%00 ***+%&0 ((%11,(& )*%10 0%0(1&),& )*)%00 *'**%&0 -&%()0+( )-%(0 0%1010-

+0 )*'%00 *')0%00 -,%1*+'+ &-%*0 0%1&0)+

0 10 *0

0%00

&00%00

1000%00

1&00%00*000%00

*&00%00

)000%00

f#x$ = ),%(1-,'*(&

Veloc

Carga

,0%00

(0%00

100%00

1*0%00

Esfuerso


47/117

0%00000 0%00&00 0%01

0%00

*0%00

%

0%00000 0%00*00

0%00

10%00*0%00

)0%00

'0%00

&0%00

,0%00

+0%00

(0%00f#x$ = ()0)%(11,

Esfuerso

0%000000%001000%00*000%00)000%0

0%000

0%000

0%000

0%000

0%000

0%001

0%001

0%001

0%001

0%001f#x$ = 0%110'-,+*,&x 9 &%')-+

εt

Deformacio



48/117



0%00000 0%00 0%00000 0%00000

0%000,, '%00 0%000'0 0%0001,

0%001'+ '%,0 0%000', 0%0001(0%00*0) ,%00 0%000,0 0%000*'

0%00*,' -%,0 0%000-, 0%000)(

0%00)&, 1*%*0 0%001** 0%000'-

0%00'*+ 1'%00 0%001'0 0%000&,

0%00&1) 1,%(0 0%001,( 0%000,+

0%00,'0 1-%*0 0%001-* 0%000++

0%00++* *0%(0 0%00*0( 0%000()

0%00-1' *1%00 0%00*10 0%000('

0%01*0- *1%*0 0%00*1* 0%000(&

0%01,)1 **%*0 0%00*** 0%000(-0%0*0** *&%00 0%00*&0 0%00100

0%0)00+ *,%00 0%00*,0 0%0010'

)0 '0 &0 ,0 +0 (0

+1x . 1)%1(+&

idad de carga

t vs P

Timpo

σ vsε


49/117

000 0%01&00 0%0*000 0%0*&00 0%0)000 0%0)&00


0%00'00 0%00,00 0%00(00 0%01000

+++,1(x 9 )%''&*)+''-,

σ vsε


'000%00&000%00,000%00+000%00(000%00-00

11+)*'('+E.00&

vsε

unitaria axial


50/117

MUESTRA 0+

Dimensiones a 3 4

'-%(& &0%+1 '-%-(

5ol6men 1*,)''%1masa#g$ *0,%&

Densi7a7 0%001,)''*&1

Densi7a7 #kgm8)$ 1,)'%'*&1*-'(,1

Area 7e carga *&%*(


51/117


52/117

MUESTRA 0(



0 0%00 0%00 0%00000 0%00 0%00000

& *)%*0 1+'%00 ,%++'&& *%-0 0%00+)+

10 ',%&0 )'(%+& 1)%&+()0 &%10 0%01*-&1& -+%&0 +)1%*& *(%'+0,* (%00 0%0*0)*

*0 11(%00 ((&%00 )'%'&,+, 10%00 0%0*&'0

*& 1')%*0 10+'%00 '1%(1&)* 11%10 0%0*(1-

)0 1,(%&0 1*,)%+& '-%*0)0( 1*%-0 0%0)*++

)& *00%00 1&00%00 &(%'01*( 1'%*0 0%0),0+

'0 **&%'0 1,-0%&0 ,&%(1(*' 1,%00 0%0'0,'

'& *,0%00 1-&0%00 +&%-*1,+ 1+%00 0%0')1(

&0 *(&%&0 *1'1%*& ()%),+() 1(%-0 0%0'(01

&& )1)%00 *)'+%&0 -1%)-(01 *0%(0 0%0&*()

,0 )*,%&0 *''(%+& -&%)'00- **%00 0%0&&((,& )&+%,0 *,(*%00 10'%'*1'- *)%(0 0%0,0'&

+0 ),*%*0 *+1,%&0 10&%+,'+* *&%-0 0%0,&+-

0 10 *

0%00

&00%00

1000%00

1&00%00

*000%00

*&00%00

)000%00

f#x$ = '0%,-+1'*

Vel

Carga

'0%00

,0%00

(0%00

100%00

1*0%00

Esfuerso


53/117

0%00000 0%00*00

0%00

*0%00

0%00000 0%00*00 0%

0%00

*0%00

'0%00

,0%00

(0%00

100%00

1*0%00

f#x$ = -

Esfuerso

0%00000 0%00*00 0%00'00

0%000

0%000

0%000

0%001

0%001

0%001

0%001

0%001

0%00*

0%00*f#x$ = 0%1)0,(*,()1x 9 0%000)

ε

Deformacio



54/117



0%00000 0%00 0%00000 0%00000

0%001'+ 11%'0 0%0011' 0%000',

0%00*&- *0%00 0%00*00 0%000(00%00'0, *(%00 0%00*(0 0%0011*

0%00&0( )1%00 0%00)10 0%001*'

0%00&,' ))%00 0%00))0 0%001)*

0%00,&& )'%*0 0%00)'* 0%001)+

0%00+*1 )&%,0 0%00)&, 0%001'*

0%00(1) ),%00 0%00),0 0%001''

0%00(,' ),%(0 0%00),( 0%001'+

0%00-,0 )-%00 0%00)-0 0%001&,

0%010&+ '0%,0 0%00'0, 0%001,*

0%0111( '0%(0 0%00'0( 0%001,)0%01*0- '1%00 0%00'10 0%001,'

0%01)1, '*%00 0%00'*0 0%001,(

)0 '0 &0 ,0 +0 (0

(&+1x 9 )-%1&

cidad de carga

t vs P

Timpo

σ vsε


55/117

%00'00 0%00,00 0%00(00 0%01000 0%01*00 0%01'00


00'00 0%00,00 0%00(00 0%01000 0%01*00 0%01'00

+1%1++,*-)*+1x . 10%+1-1&-('

σ vsε


0%00,00 0%00(00 0%01000 0%01*00

+'+*1

vsε

unitaria axial


56/117

MUESTRA 0(

Dimensiones a 3 4

&0%(' &0%&* &0%0+

5ol6men 1*(,01%,masa#g$ *0,%'

Densi7a7 0%001,0'-&,)

Densi7a7 #kgm8)$ 1,0'%-&,)*1-0)1

Area 7e carga *&%,(


57/117


58/117

MUESTRA 0-



0 0 0%00 0%00000 0%00 0%00000

& ** 1,&%00 ,%&0*&- *%&0 0%00,)&

10 '* )1&%00 1*%'1'0) *%-0 0%00+)+1& ,( &10%00 *0%0-(-1 &%00 0%01*+0

*0 -* ,-0%00 *+%1-*,' ,%(0 0%01+*+

*& 11* ('0%00 ))%10'0( (%&0 0%0*1&-

)0 1)' 100&%00 )-%,0,,+ 10%-0 0%0*+,-

)& 1+, 1)*0%00 &*%0*0+0 1*%+0 0%0)**,

'0 *00 1&00%00 &-%11'') 1'%)0 0%0),)*

'& **& 1,(+%&0 ,,%&0)+' 1,%-0 0%0'*-)

&0 *&0 1(+&%00 +)%(-)0' 1-%&0 0%0'-&)

&& *+* *0'0%00 (0%)-&,) *)%00 0%0&('*

,0 *-& **1*%&0 (+%1-)+- *(%*0 0%0+1,),& )0, **-&%00 -0%''&0( ))%00 0%0()(*

+0 )1, *)+0%00 -)%'00(0 '0%10 0%101(&

+& )*1 *'0+%&0 -'%(+(,, &)%00 0%1)',*

0 10 *0

0%00

&00%00

1000%00

1&00%00

*000%00

*&00%00

)000%00

f#x$ = )'%-*1)*)&*-'

Velocid

t

Carga

,0%00

(0%00

100%00

σ

Esfuerso


59/117

0%00000 0%00&00 0%0

0%00

*0%00

%

0%00000 0%00*00 0%00'

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00

+0%00

(0%00

f#x$ = ++'&%(((1(&+0

σ

Esfuerso

0%00000 0%00&00 0%01000

0%000

0%001

0%00*

0%00)

0%00'

0%00&

0%00,

f#x$ = 0%1-0*'-'')*x . 0%000

ε

Deformacio



60/117



0%00000 0%00 0%00000 0%00000

0%001*+ 1%00 0%00010 0%0000'

0%001'+ )%*0 0%000)* 0%0001)0%00*&' (%00 0%000(0 0%000)*

0%00)'& 1)%00 0%001)0 0%000&*

0%00')* 1,%(0 0%001,( 0%000,+

0%00&&' *)%*0 0%00*)* 0%000-)

0%00,'& *,%*0 0%00*,* 0%0010&

0%00+*, )1%(0 0%00)1( 0%001*+

0%00(&- ),%,0 0%00),, 0%001',

0%00--1 ')%(0 0%00')( 0%001+&

0%011,( &)%00 0%00&)0 0%00*1*

0%01')) ,'%(0 0%00,'( 0%00*&-0%01,+, (1%00 0%00(10 0%00)*'

0%0*0)+ -(%00 0%00-(0 0%00)-*

0%0*,-* 1*0%00 0%01*00 0%00'(0

)0 '0 &0 ,0 +0 (0

9 1+%'(1,1+,'+1

d de carga

s P

Timpo

vsε


61/117

000 0%01&00 0%0*000 0%0*&00 0%0)000


0 0%00,00 0%00(00 0%01000 0%01*00

1-x . 0%*+,)-01+1+

sε


0%01&00 0%0*000 0%0*&00 0%0)000

*'00('

vsε

unitaria axial


62/117

MUESTRA 0-

Dimensiones a 3 4

'-%-' &0%(1 &0%*+

5ol6men 1*+&&+%+masa#g$ *0'%&

Densi7a7 0%001,0)1-,)

Densi7a7 #kgm8)$ 1,0)%1-,*+1&-'1

Area 7e carga *&%)+


63/117


64/117

MUESTRA 10



0 0%00 0 0%00000 0%00 0%00000

& *)%00 1+*%& ,%+(,-' 0%(0 0%00*0)

10 )&%00 *,*%& 10%)*+-, 1%&0 0%00)(11& '*%00 )1& 1*%)-)&& *%-0 0%00+)+

*0 ,,%&0 '-(%+& 1-%,*)1* '%00 0%0101,

*& ()%)0 ,*'%+& *'%&(0&' &%00 0%01*+0

)0 10&%00 +(+%& )0%-()(+ +%00 0%01++(

)& 1*+%00 -&*%& )+%'+&+) 11%*0 0%0*('&

'0 1,0%,0 1*0'%& '+%)-0&+ 1+%00 0%0')1(

'& 1-)%00 1''+%& &,%-&1)1 )*%00 0%0(1*(

&0 ***%00 1,,& ,&%&0(+, '(%*0 0%1**')

&& *&,%00 1-*0 +&%&'1,) &1%*0 0%1)00&

,0 *+-%*0 *0-' (*%)(+&- &,%,0 0%1')+,,& )0'%00 **(0 (-%+0&,( ,1%)0 0%1&&+0

+0 )*0%'0 *'0) -'%&'&0+ ,,%00 0%1,+,'

+& ))0%00 *'+& -+%)++(( ,(%*0 0%1+)*)

0 10 *0

0

&00

1000

1&00

*000

*&00

)000

f#x$ = )&%+-,1+,'+0

Velocid

t

Carga

(0%00

100%00

1*0%00

σ


65/117

0%00000 0%00100

0%00

&%00

10%00

1&%00

*0%00

*&%00

)0%00

)&%00

f#x$ = ()((%1,-1+*0

σ

Esfuerso

0%00000 0%01000

0%00

*0%00

'0%00

,0%00

0%00000 0%00100 0%00*00

0%000

0%000

0%000

0%000

0%000

0%000

0%000

f#x$ = 0%0)(+**-+('x 9 *%'()

ε

Deformacio



66/117



0%00000 0%0 0%00000 0%00000

0%000'1 1%' 0%0001' 0%0000,

0%000+, 1%, 0%0001, 0%0000,0%001'+ *%0 0%000*0 0%0000(

0%00*0) *%, 0%000*, 0%00010

0%00*&' )%* 0%000)* 0%0001)

0%00)&, '%1 0%000'1 0%0001,

0%00&,- ,%0 0%000,0 0%000*'

0%00(,' (%0 0%000(0 0%000)*

0%01,*, -%0 0%000-0 0%000), 0%0

0%0*''- -%* 0%000-* 0%000)+ *%0

0%0*,01 1)%* 0%001)* 0%000&) *%*

0%0*(+& *'%* 0%00*'* 0%000-+ *%'0%0)11' *+%* 0%00*+* 0%0010- )%0

0%0))&) )*%' 0%00)*' 0%001)0 )%'

0%0)',& ),%( 0%00),( 0%001'+ &%0

,%0

(%0

-%0

-%*

1)%*

*'%*

*+%*

)*%'

),%(

0 '0 &0 ,0 +0 (0

x . 1'(%'&0),+,'+1

d de carga

vs P

Timpo

sε


67/117

0%00*00 0%00)00 0%00'00

*'x 9 *%0&1*'-,++&

vsε


0%0*000 0%0)000 0%0'000


0%00)00 0%00'00 0%00&00 0%00,00

)''**110&&E.00&

vsε

unitaria axial


68/117

MUESTRA 10

Dimensiones a 3 4

&0%&( &0%*& &0%*

5ol6men 1*+&-0%,masa#g$ *0)%,

Densi7a7 0%001&-&+*-1

Densi7a7 #kgm8)$ 1&-&%+*-101&-++

Area 7e carga *&%'*


69/117


70/117

MUESTRA 11



0 0 0 0 0 0

& 1& 11*%& '%)(+(')** 1 0%00*&'

10 )0 **& (%++&,(,') ) 0%00+,*1& '0 )00 11%+00-1&* & 0%01*+

*0 ,1 '&+%& 1+%(')(-&+ + 0%01++(

*& (0%* ,01%& *)%',0))&1 -%1 0%0*)11'

)0 10( (10 )1%&-*'+1* 10%& 0%0*,,+

)& 1)*%& --)%+& )(%+&-*(1( 1* 0%0)0'(

'0 1+' 1)0& &0%(-(-(1) 1)%& 0%0)'*-

'& *0, 1&'& ,0%*&-+1)& 1'%, 0%0)+0('

&0 **0 1,&0 ,'%)&&0))- 1+%* 0%0'),((

&& *'0 1(00 +0%*0&'-1& 1( 0%0'&+*

,0 *&& 1-1*%& +'%&-)))'+ 1-%& 0%0'-&),& *(1%& *111%*& (*%)'&1-1 *) 0%0&('*

0 10 *0

0

&00

1000

1&00

*000

*&00

f#x$ = )'%&&0+,-*)0(

Velocid

t

Carga

(0%00

-0%00

σ


71/117

0 0%00* 0%00'

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00

+0%00

Esfuerso

0 0%00* 0%00'

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00

+0%00(0%00

-0%00

f#x$ = ++0+%*-+110

σ

Esfuerso

0 0%00* 0%00' 0%0

0%000

0%001

0%001

0%00*

0%00*

0%00)

0%00)

0%00'

f#x$ = 0%*+)+(*10)'x . 0%000

ε

Deformacio



72/117



0 0 0%00000 0%000000

0%000&0( ' 0%000'0 0%0001,0

0%001&*' 11 0%00110 0%000''00%00*&' 11%, 0%0011, 0%000','

0%00)&&, 1+ 0%001+0 0%000,(0

0%00',**( *'%( 0%00*'( 0%000--*

0%00&))' )1 0%00)10 0%001*'0

0%00,0-, )( 0%00)(0 0%001&*0

0%00,(&( '' 0%00''0 0%001+,0

0%00+'1,( ', 0%00',0 0%001('0

0%00(+)+, &*%, 0%00&*, 0%00*10'

0%00-1'' ,)%* 0%00,)* 0%00*&*(

0%00--0, +*%, 0%00+*, 0%00*-0'0%011,(' +,%, 0%00+,, 0%00)0,'

)0 '0 &0 ,0 +0

. 1)&%'+1'*(&+1'

d de carga

s P

Timpo

sε


73/117

0%00, 0%00( 0%01 0%01* 0%01'


0%00, 0%00( 0%01 0%01* 0%01'

,(,x . '%)(+(&0,)&*

sε


, 0%00( 0%01 0%01* 0%01'

11+0+,,

vsε

unitaria axial


74/117

MUESTRA 11

Dimensiones a 3 4

&0%,+ &0%, &0%*-

5ol6men 1*(-)(%,masa#g$ *0'

Densi7a7 0%001&(*1'(

Densi7a7 #kgm8)$ 1&(*%1'(01'-1)(

Area 7e carga *&%,'


75/117


76/117

MUESTRA 1*



0 0%00 0%00 0%00000 0%00 0%00000

& 1-%00 1'*%&0 &%,&)-- *%00 0%00&0(

10 '(%00 ),0%00 1'%*()+, )%(0 0%00-,&1& +1%*0 &)'%00 *1%1(+&( &%-0 0%01'--

*0 -&%00 +1*%&0 *(%*,--& +%&0 0%01-0&

*& 1*0%00 -00%00 )&%+0-'1 -%)0 0%0*),*

)0 1',%00 10-&%00 ')%'','& 11%00 0%0*+-'

)& 1+'%00 1)0&%00 &1%++(,& 1)%&0 0%0)'*-

'0 1-)%)0 1''-%+& &+%&*1-1 1&%00 0%0)(10

'& **)%00 1,+*%&0 ,,%)&--- 1+%00 0%0')1(

&0 *'(%&0 1(,)%+& +)%-'(*' 1(%&0 0%0',--

&& *,-%00 *01+%&0 (0%0'(,0 *1%*0 0%0&)(&

,0 *(1%00 *10+%&0 ()%,1-&' *&%00 0%0,)&0,& *-,%00 ***0%00 ((%0()*1 *+%&0 0%0,-(&

+0 )1)%*0 *)'-%00 -)%*01&, )1%&0 0%0(001

+& )**%10 *'1&%+& -&%(&001 )+%'& 0%0-&1*

(0 )*+%)0 *'&'%+& -+%)-+'* '*%00 0%10,,(

(& ))0%00 *'+&%00 -(%*00(( '+%&0 0%1*0,&

0 10 *0 )0

0%00

&00%00

1000%00

1&00%00

*000%00

*&00%00

)000%00

f#x$ = )1%),('*10&*,x 9 1

Velocidad d

t vs P

Ti

Carga

100%00

1*0%00

σ


77/117

0%00000 0%00&00 0%010

0%00

*0%00

'0%00

,0%00

(0%00

Esfuerso

0%00000 0%00*00 0%

0%00

10%00

*0%00

)0%00

'0%00

&0%00

,0%00

+0%00

(0%00

f#x$ = +(,*%*00(&'(

σ

Esfuerso

0%000 0%00* 0%00' 0%00,

0%000

0%001

0%001

0%00*

0%00*

0%00)

0%00)

0%00'

f#x$ = 0%***01&++()x 9 0%000*101

εt

Deformacion u



78/117



0%00000 0%00 0%00000 0%00000

0%0010* ,%00 0%000,0 0%000*'

0%001-) 1'%00 0%001'0 0%000&,0%00)00 *)%*0 0%00*)* 0%000-)

0%00)(1 )0%00 0%00)00 0%001*0

0%00'+* )+%*0 0%00)+* 0%001'-

0%00&&- '1%(0 0%00'1( 0%001,+

0%00,(, '*%00 0%00'*0 0%001,(

0%00+,* '+%00 0%00'+0 0%001((

0%00(,' &&%00 0%00&&0 0%00**0

0%00-'0 &-%*0 0%00&-* 0%00*)+

0%010++ ,+%(0 0%00,+( 0%00*+1

0%01*+0 +)%00 0%00+)0 0%00*-*0%01)-+ ++%00 0%00++0 0%00)0(

0%01,00 (+%*0 0%00(+* 0%00)'-

0%01-0* -,%00 0%00-,0 0%00)('

0%0*1)' 10,%00 0%010,0 0%00'*'

0%0*'1) 111%00 0%01110 0%00'''

'0 &0 ,0 +0 (0 -0

&%'*&')(&-,&

carga

po

sε


79/117

00 0%01&00 0%0*000 0%0*&00 0%0)000


00'00 0%00,00 0%00(00 0%01000

(*x . 1%)()&)*-('

sε


%00( 0%010 0%01* 0%01' 0%01,

-0-

sε

nitaria axial


80/117

MUESTRA 1*

Dimensiones a 3 4

&0%,& '-%+, &0%*)

5ol6men 1*,&-,%-masa#g$ *0&%'

Densi7a7 0%001,**'+*-

Densi7a7 #kgm8)$ 1,**%'+*(&&+-0,

Area 7e carga *&%*0


81/117


82/117

Muestra simple

Muestra VELOCIDAD DE CARGA!"# Muestra

1 *&%&'10 +

* *,%+**0 (

) *1%*100 -

' )1%1(10 10& ),%-,'0 11

, )*%'+10 1*

$romedio *-%01'( $romedio

M:DU2: DE E2AST;C;DAD

E%&'(E

((0)%0)&

Muestra simple

Muestra E )g"cm*+, Muestra

1 -,,*%1000 1* -'&,%(000 *

) +00&%&000

' +'*-%&000

& 10,,+%0000 &

, 1'',,%0000

$romedio -+(1%1&00 $romedio

E%&'(E

+'),%++&0

Muestra con aditivo

Muestra E )g"cm*+, Muestra

+ ()0)%(000 +

( -&+1%*000

- ++'&%-000 -

10 ()((%*000 10

11 ++0+%)000 11

1* +(,*%1000 1*

$romedio (*,)%0()) $romedio

E#-.ER/O .LTIMO

Muestra simple

Muestra

1 +0%('(1

* --%&1+*

) &-%&&*0

' ((%*1)1

& ('%+,'(

0 )g"cm*+,


83/117

, -0%(1,-

$romedio (*%*(&)

E#-.ER/O .LTIMO

Muestra con aditivo

Muestra+ -,%1*+&

( 10&%+,'+

- -'%(+(+

10 -+%)++-

11 (*%)'&*

1* -(%*00-

$romedio -&%+(*&

MOD.LO DE $OI##O!1%&'(1

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0%00+'1+ ',%00 0%00',00 0%001('0

0%00(+)( &*%,0 0%00&*,0 0%00*10'

0%00-1'' ,)%*0 0%00,)*0 0%00*&*(

0%00--0, +*%,0 0%00+*,0 0%00*-0'

0%011,(' +,%,0 0%00+,,0 0%00)0,'



0%000000 0%00 0%00000 0%00000

0%00101, ,%00 0%000,0 0%000*'

0%001-)0 1'%00 0%001'0 0%000&,

0%00*--+ *)%*0 0%00*)* 0%000-)

0%00)(10 )0%00 0%00)00 0%001*0

0%00'+*' )+%*0 0%00)+* 0%001'-0%00&&(( '1%(0 0%00'1( 0%001,+

0%00,(&( '*%00 0%00'*0 0%001,(

0%00+,*0 '+%00 0%00'+0 0%001((

0%00(,), &&%00 0%00&&0 0%00**0

0%00-)-( &-%*0 0%00&-* 0%00*)+

0%010++0 ,+%(0 0%00,+( 0%00*+1

0%01*+00 +)%00 0%00+)0 0%00*-*

0%01)-+0 ++%00 0%00++0 0%00)0(

0%01,00* (+%*0 0%00(+* 0%00)'-

0%01-0*& -,%00 0%00-,0 0%00)('

0%0*1)), 10,%00 0%010,0 0%00'*'

0%0*'1)0 111%00 0%01110 0%00'''


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CO!TROL DE DIME!#IO!E# DE LA M.E#TRA

Para ca7a c63o se escogio la cara mas perfec/a> /enien7o en c6en/a 7e no

/omar l 3ase ? las caras 7e vacia7o> c6lminan7o asi con la me7icion 7e s6s

7imensiones < largo#a$> anc4o #3$ ? al/o #4$%

! de veces a mmB, mmB, mmB, ! de veces a mmB, mmB, mmB,

1 '->+0 &0>+0 '->)0 1 &0>)0 &0>'0 &0>*0

* &0>00 &0>(& &0>+& * &0>-0 &0>&0 '->(0

) &0>10 &0>&0 '->,0 ) &0>+0 &0>&0 '->'&

' '->'- &0>+0 &0%1 ' &1>00 &0>+& &0>*0

& '->+& &0>+0 &0%( & &0>(0 &0>)& &0>,0

$ROMEDIO :?>'> ;'


99/117

! de veces a mmB, mmB, mmB, ! de veces a mmB, mmB, mmB,

1 &0>&0 &0>(0 &0>'0 1 &0>*0 '->'& &0>00

* &0>(0 &0>+0 &0>)0 * &0>,0 '->&0 &0>0&

) &0>+& &0>,0 &0>*0 ) &0>+0 '->,0 &0>10

' &0>+& &0>&0 &0>)0 ' &0>-0 &0>00 &0>'&& &0>(0 &0>)& &0>)0 & &0>-& &0>00 &0>'0

$ROMEDIO ;'=+ ;';? ;'9' $ROMEDIO ;'; ;'B=& :?B?> $ROMEDIO ;'B>: ;'B;+ ;'B'=

M.E#TRA ';F M.E#TRA 'F


100/117

! de veces a mmB, mmB, mmB,

1 &0%+& &0%+& '-%*&

* &0%0& &0%'( &0%'&) '-%+& &0%-' &0%,&

' '-%,( &0%(& &0%)&

& '-%'& &1%0& &0%,'

$ROMEDIO :?B?: ;'B>& ;'B+=

M.E#TRA '?F


101/117


1 &0%)& &0%*& &0%&&

* &0%'& &0%1& &0%)&

) &0%+0 &0%*0 &0%'0

' &0%(& &0%)0 &0%0&& &0%&& &0%)& '-%,&

$ROMEDIO ;'B;> ;'B+; ;'B+'


1 &0%'& &0%(& &0%)&

* &0%( &0%,& &0%)0

) &0%+ &0%&& &0%*&

' &0%,& &0%&0 &0%)&

& &0%+& &0%'& &0%*0

$ROMEDIO ;'B


102/117

/am3ien se proce7io a pesar ca7a m6es/ra%

MUESTRAS SIN ADITIVO

MUESTRAS PESO(gr) PESO(kg)

muestra 1 1!" #!1"

muestra $ 1%!& #!1%&

muestra ' $##! #!$##

muestra & 1& #!1&

muestra " 1"!$ #!1"$muestra 1$!' #!1$'

PROMEDIO 1!%''''''' #!1%'''''

MUESTRAS CON ADITIVO(euco)

MUESTRAS PESO(gr) PESO(kg)

muestra $#!" #!$#"

muestra % $#!& #!$#&

muestra $#&!" #!$#&"

muestra 1# $#'! #!$#'

muestra 11 $#& #!$#&

muestra 1$ $#"!& #!$#"&

PROMEDIO $#"!# #!$#"#


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DETERMI!ACIO! DE LA# CARACTERI#TICA# DEL MOD.O DE $OI##O!

Muestra de eso

M.E#TRA '&

M.E#TRA '+

M.E#TRA '9

0%00000 0%00*00 0%00'00 0%00,00 0%00(00 0%01000

0%0000%000

0%000

0%001

0%001

0%001

0%001

0%001

0%00*

0%00*

0%00*

f#x$ = 0%**&'*00**'x . 0%0001,)+(-)

εt vsε



0%00000 0%00100 0%00*00 0%00)00 0%00'00 0%00&00

0%000

0%000

0%000

0%000

0%000

0%001

0%001

f#x$ = 0%11(0(,1'0)x 9 *%,*&,-1-'1&1,'-E.00&

εt vsε



εt vsε


109/117

M.E#TRA ':

M.E#TRA ';

0 0%00* 0%00' 0%00, 0%00( 0%01 0%01*

0%000

0%000

0%000

0%001

0%001

0%001

0%001

0%001

0%00*

0%00*

0%00*f#x$ = 0%1((0-)&&'1x 9 ,%0'*0*,,1110(&*E.00&



0%000 0%001 0%00* 0%00) 0%00' 0%00& 0%00, 0%00+ 0%00(

0%000

0%000

0%000

0%000

0%000

0%001

0%001

0%001

0%001

f#x$ = 0%11)&''(,,)x . ,%*+-*)&,)*1,*1,E.00&

εt vsε



0%000

0%000

0%000

0%000

0%000

0%000

0%000

f#x$ = 0%0&0)+&*1&-x . )%('(++&1-*0*,+1E.00&

εt vsε



110/117

M.E#TRA '<

Muestra de eso con aditivo euco 9=' ,

M.E#TRA '=

M.E#TRA '>

0%00000 0%00100 0%00*00 0%00)00 0%00'00 0%00&00 0%00,00

0%000


0 0%001 0%00* 0%00) 0%00' 0%00& 0%00,

0%000

0%0000%000

0%001

0%001

0%001

0%001

0%001

0%00*

0%00*

f#x$ = 0%)0*,11(-0+x 9 0%0001*-*11,

εt vsε



0%000000%001000%00*000%00)000%00'000%00&000%00,000%00+000%00(000%00-00

0%000

0%000

0%000

0%000

0%000

0%001

0%001

0%001

0%001

0%001f#x$ = 0%110'-,+*,&x 9 &%')-+)11+)*'('+E.00&

εt vsε




111/117

M.E#TRA '?

M.E#TRA &'

0%00000 0%00*00 0%00'00 0%00,00 0%00(00 0%01000 0%01*00

0%000

0%000

0%000

0%001

0%0010%001

0%001

0%001

0%00*

0%00*f#x$ = 0%1)0,(*,()1x 9 0%000)++'+*1

εt vsε



0%00000 0%00&00 0%01000 0%01&00 0%0*000 0%0*&00 0%0)000

0%000

0%001

0%00*

0%00)

0%00'

0%00&

0%00,

f#x$ = 0%1-0*'-'')*x . 0%0001*'00('

εt vsε



0%000

0%000

0%000

0%000

0%000

f#x$ = 0%0)(+**-+('x 9 *%'()1)''**110&&E.00&

εt vsε



112/117

M.E#TRA &&

M.E#TRA &+

0%00000 0%00100 0%00*00 0%00)00 0%00'00 0%00&00 0%00,00

0%000

0%000


0 0%00* 0%00' 0%00, 0%00( 0%01 0%01* 0%01'

0%000

0%001

0%001

0%00*

0%00*

0%00)

0%00)

0%00'

f#x$ = 0%*+)+(*10)'x . 0%00011+0+,,

εt vsε



0%000 0%00* 0%00' 0%00, 0%00( 0%010 0%01* 0%01' 0%01,

0%000

0%001

0%001

0%00*

0%00*

0%00)

0%00)

0%00'

f#x$ = 0%***01&++()x 9 0%000*101-0-

εt vsε




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Documents

Datos de Resostencia