Sofia Remote User Manual

Table of Contents

Overview

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➢

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.XML

o .INI

.ZIP

o .IGS

o

Z

X

Z

Y

Free Surface altitude

X

Y

Computation Run

.XML .INI

IV.1 Subscription & User Token

IV.1.1 Account Creation

IV.1.2 Subscriptions Management

IV.2 SofiaRemoteClient Installation

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C:\GseaDesign\SofiaRemote

Chord (mm)

tmax

(mm)

Y

X

FSA 3.39 E.F. 3D (Methode des Deplacements)

- Geometrie deformee finale -

Fichier : ..\JobName-xx.GFI Date : xx-xx-xx xxhxxmnxxs

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COORDONNEES et TYPES des NOEUDS

xxx noeuds dans la structure

Noeud X Y Z Typ Maj Corde Epr TwHydr

1 -1.149188E+02 1.176150E+02 1.342961E+03 1 P 345.0 19.50 -0.00

2 -1.146458E+02* 1.002291E+02* 1.145624E+03* 1 P 345.0 19.50 -0.00

3 -1.146314E+02 8.571828E+01 9.160243E+02 1 M 345.0 19.50 -0.00

4 -1.146332E+02 6.981846E+01 6.865462E+02 1 M 345.0 19.50 -0.00

5 -1.146663E+02 5.114164E+01 4.573106E+02 1 M 345.0 19.50 -0.00

6 -1.147456E+02 2.832682E+01 2.284374E+02 1 M 345.0 19.50 -0.00

7 -1.148850E+02* 0.000000E+00* 4.616000E-02 1 P 345.0 19.50 -0.00

8 -1.150773E+02 -2.136657E+01 -1.724677E+02 1 M 345.0 19.50 0.12

9 -1.153112E+02 -4.648314E+01 -3.447626E+02 1 M 345.0 19.50 0.23

10 -1.155861E+02 -7.515970E+01 -5.168489E+02 1 P 345.0 19.50 0.35

11 -1.158195E+02 -1.093390E+02 -7.109526E+02 1 M 345.0 18.77 0.50

12 -1.160997E+02 -1.467411E+02 -9.050760E+02 1 M 345.0 18.19 0.64

13 -1.164186E+02 -1.874297E+02 -1.099278E+03 1 M 345.0 17.75 0.86

14 -1.167680E+02 -2.314584E+02 -1.293622E+03 1 P 345.0 17.45 1.05

FSA 3.39 E.F. 3D (Methode des Deplacements)

- Deplacements finaux - Calcul LIN.GEO. - Critere de converg.= 0.000E+00

Fichier : C:\User...\xx.DFI Date : 15-02-18 15h16mn01s

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xxx DEPLACEMENTS AFFICHES

Les valeurs suivies d une etoile indiquent un deplacement impose

NOEUDS X Y Z Rot./X Rot./Y Rot./Z

(mm) (mm) (mm) (deg) (deg) (deg)

1 -3.326E-02 -4.410E+00 4.883E-01 1.284E+00 -9.327E-03 3.195E-03

2 0.000E+00 * 0.000E+00 * 0.000E+00 * 1.284E+00 -9.327E-03 3.195E-03

3 6.222E-02 5.535E+00 -4.748E-01 1.109E+00 -7.314E-03 3.055E-03

4 1.083E-01 9.681E+00 -8.281E-01 5.881E-01 -1.407E-03 2.646E-03

5 1.230E-01 1.105E+01 -9.390E-01 -2.774E-01 8.225E-03 1.985E-03

6 9.158E-02 8.281E+00 -6.874E-01 -1.485E+00 2.143E-02 1.081E-03

7 0.000E+00 * 0.000E+00 * 4.616E-02 -3.033E+00 3.805E-02 -4.857E-05

8 -1.423E-01 -1.125E+01 7.096E-01 -4.300E+00 4.469E-02 -1.233E-01

9 -3.262E-01 -2.625E+01 1.592E+00 -5.509E+00 5.112E-02 -2.466E-01

10 -5.511E-01 -4.481E+01 2.683E+00 -6.661E+00 5.734E-02 -3.699E-01

11 -8.373E-01 -6.992E+01 3.856E+00 -7.958E+00 6.486E-02 -5.220E-01

12 -1.160E+00 -9.956E+01 5.041E+00 -9.309E+00 7.171E-02 -6.939E-01

13 -1.511E+00 -1.338E+02 6.179E+00 -1.068E+01 7.790E-02 -8.865E-01

14 -1.883E+00 -1.727E+02 7.207E+00 -1.203E+01 8.314E-02 -1.115E+00

FSA 3.38 E.F. 3D (Methode des Deplacements)

- Resultats de Twists Hydro -

Fichier : ..\..-Job-xx\...-xx.Hxx Date : ..-..-.. ..h..mn..s

---------------------------------------------------------------

Nds. TWIST HYDRO TWIST HYDRO

ABSOLU RELATIF

[°] [°]

1 8.262E-03 -1.738E-03

2 8.048E-03 -1.952E-03

3 8.130E-03 -1.870E-03

4 7.995E-03 -2.005E-03

5 7.617E-03 -2.383E-03

6 6.686E-03 -3.314E-03

7 5.321E-03 -4.679E-03

8 3.044E-03 3.044E-03

9 5.010E-02 1.020E-04

10 9.423E-02 4.231E-03

11 1.360E-01 6.011E-03

12 1.734E-01 3.388E-03

13 2.083E-01 8.316E-03

14 2.386E-01 8.557E-03

FSA 3.39 E.F. 3D (Methode des Deplacements)

- Efforts internes finaux - Calcul LIN.GEO. - Critere de converg.= 0.000E+00

Fichier : ..\JobName-xx.RFI Date : xx-xx-xx xxhxxmnxxs

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EFFORTS INTERNES

EFFORT MOMENTS EFFORTS MOMENT

NORMAL FLECHISSANTS TRANCHANTS TORSION

ELTS NDS Nz Mx My Tx Ty Mz

1 1 1.048E-08 2.489E-06 7.782E-07 1.908E-10 7.550E-08 -9.766E-06

2 1.048E-08 1.747E-05 7.415E-07 1.912E-10 7.550E-08 -9.766E-06

2 2 -3.533E+04 -6.068E-05 -1.888E-06 5.317E+03 -4.526E+04 -4.753E-06

3 -3.533E+04 -1.041E+07 -1.223E+06 5.317E+03 -4.526E+04 -4.753E-06

3 3 -3.560E+04 -1.041E+07 -1.223E+06 5.315E+03 -4.504E+04 -6.677E+03

4 -3.560E+04 -2.077E+07 -2.446E+06 5.315E+03 -4.504E+04 -6.677E+03

4 4 -3.614E+04 -2.077E+07 -2.445E+06 5.310E+03 -4.461E+04 -3.348E+04

5 -3.614E+04 -3.103E+07 -3.667E+06 5.310E+03 -4.461E+04 -3.348E+04

5 5 -3.694E+04 -3.103E+07 -3.667E+06 5.305E+03 -4.395E+04 -9.343E+04

6 -3.694E+04 -4.114E+07 -4.887E+06 5.305E+03 -4.395E+04 -9.343E+04

SOFIA 2.05 SOFIA MODEL

FSA DYNAMIC COEFFICIENTS

test 13-09-18

09:04-----------------------------------------------------------------

El, Node, DevLength, SigCompres, SigTraction

01, 01, 0.000E+00, -1.420E-09, 1.390E-09

01, 02, 6.601E+01, -1.420E-09, 1.390E-09

02, 02, 6.601E+01, -3.600E-09, 3.550E-09

02, 03, 1.320E+02, -3.600E-09, 3.550E-09

03, 03, 1.320E+02, -2.850E-09, 2.800E-09

03, 04, 1.981E+02, -2.850E-09, 2.800E-09

04, 04, 1.981E+02, -1.250E+00, -1.250E+00

04, 05, 3.418E+02, -1.250E+00, -1.250E+00

05, 05, 3.418E+02, -1.130E+02, 1.110E+02

05, 06, 4.856E+02, -1.130E+02, 1.110E+02

06, 06, 4.856E+02, -2.250E+02, 2.230E+02

06, 07, 6.295E+02, -2.250E+02, 2.230E+02

07, 07, 6.295E+02, -3.390E+02, 3.370E+02

07, 08, 7.733E+02, -3.390E+02, 3.370E+02

08, 08, 7.733E+02, -4.530E+02, 4.510E+02

08, 09, 9.170E+02, -4.530E+02, 4.510E+02

09, 09, 9.170E+02, -5.670E+02, 5.650E+02

09, 10, 1.061E+03, -5.670E+02, 5.650E+02

10, 10, 1.061E+03, -6.800E+02, 6.780E+02

COMPUTATION INFORMATION ;

Model ; ReferenceFoil ;

Version ; 2.05.47 ;

Job ; 01 ;

Date ; 2019-07-25 ;

GLOBAL REACTION EFFORTS ;

Fx (N) ; 6.402E+03 ;

Fy (N) ; 3.017E+04 ;

Fz (N) ; -1.572E+05 ;