5. Example of use

This example is from test SSNV160E:

# TITRE CAS TEST HYDROSTATIQUE CAM_CLAY IN 3D AVEC SIMU_POINT_MAT

CARACTERISTIQUES FROM MATERIAU

MATER = DEFI_MATERIAU (ELAS =_F (E=7.74E6, NU=0.285),

     CAM_CLAY =_F (MU = 6.E6,

         PORO =0.66,

         LAMBDA =0.25,

         KAPA =0.05,

         M=0.9,

         PRES_CRIT =3.E5),);

# CHARGEMENT

PRESS2 = DEFI_FONCTION (NOM_PARA =' INST ', NOM_RESU =' PRESSION',

     VALE =( 0.0,0.0,

     100.0, -100000.0,

     600.0, -320000.0,

     1000.0, -350000.0,

     5000.0, -500000.0,

     8000.0, -800000.0),

     PROL_DROITE =' CONSTANT ');

# LISTE DES INSTANTS OF CALCUL

LI1 = DEFI_LIST_REEL (DEBUT =0.0,

     INTERVALLE =( _F (JUSQU_A =1000.0, NOMBRE =10,),

         _F (JUSQU_A =1.E4, NOMBRE =60,),),);

SXXINI = -7.99000E+05

EXXINI = -1.82689E-02

RESU3 = SIMU_POINT_MAT (

COMPORTEMENT =_F (RELATION =' CAM_CLAY ', ITER_INTE_MAXI =100, ITER_INTE_PAS =-10,),

     NEWTON =_F (MATRICE =' TANGENTE ', REAC_ITER =1,),

     CONVERGENCE =_F (ITER_GLOB_MAXI =20,),

     MATER = MATER,

     INCREMENT =_F (LIST_INST = LI1, INST_INIT = 7990. , INST_FIN = 8000. ),

     SIGM_INIT =_F (SIXX = SXXINI, SIYY = SXXINI, SIZZ = SXXINI,),

     EPSI_INIT =_F (EPXX = EXXINI, EPYY = EXXINI, EPZZ = EXXINI,

                         EPXY =0. , EPYZ =0. , EPXZ =0.,),

     VARI_INIT =_F (VALE =( 3.99500E+05,1.0,7.99000E+05,4.63066E-10,

                                 1.94773E-02,2.99086E-17,1.79821E+00),),

     SIGM_IMPOSE =_F (SIXX = PRESS2, SIYY = PRESS2, SIZZ = PRESS2,),

         );

IMPR_TABLE (TABLE = RESU3)

The result table contains:

#--------------------------------------------------------------------------------

#

# CALC_POINT_MAT

INST EPXX EPYY... SIXX SIYY... TRACE... V1V2..

0.00000E+00 0.00000E+00 0.00000E+00 -0.00000E+00 -1.00000E+05 -1.00000E+05 0.00000E+00 0.00000E+00 0.00000E+00

2.00000E+02 -2.06631E-03 -2.06631E-03 -2.06631E-03 -1.44000E+05 -4.32000E+05 3.00000E+05 3.00000E+05 0.00000E+00

3.00000E+02 -3.57721E-03 -3.57721E-03 -3.57721E-03 -1.88000E+05 -5.64000E+05 3.00000E+05 3.00000E+05 0.00000E+00

4.00000E+02 -4.76888E-03 -4.76888E-03 -4.76888E-03 -2.32000E+05 -6.96000E+05 3.00000E+05 3.00000E+05 0.00000E+00

5.00000E+02 -5.75297E-03 -5.75297E-03 -5.75297E-03 -2.76000E+05 -2.76000E+05 -8.28000E+05 3.00000E+05 3.00000E+05 0.00000E+00

6.00000E+02 -6.59119E-03 -6.59119E-03 -6.59119E-03 -3.20000E+05 -3.20000E+05 -9.60000E+05 3.00000E+05 0.00000E+00

7.00000E+02 -6.72247E-03 -6.72247E-03 -6.72247E-03 -3.27500E+05 -3.27500E+05 -9.82500E+05 3.00000E+05 0.00000E+00

8.00000E+02 -6.85078E-03 -6.85078E-03 -6.85078E-03 -3.35000E+05 -3.35000E+05 -1.00500E+06 3.00000E+06 3.00000E+06 3.00000E+06 3.00000E+00

9.00000E+02 -6.97624E-03 -6.97624E-03 -6.97624E-03 -3.42500E+05 -1.02750E+06 3.00000E+06 3.00000E+06 3.00000E+05 0.00000E+00

1.00000E+03 -7.09899E-03 -7.09899E-03 -7.09899E-03 -3.50000E+05 -1.05000E+06 3.00000E+06 3.00000E+06 3.00000E+05 0.00000E+00

1.40000E+03 -7.33679E-03 -7.33679E-03 -7.33679E-03 -3.65000E+05 -3.65000E+05 -1.09500E+06 3.00000E+06 3.00000E+06 3.00000E+05 0.00000E+00

1.80000E+03 -7.56501E-03 -7.56501E-03 -7.56501E-03 -3.80000E+05 -1.14000E+06 3.00000E+06 3.00000E+06 3.00000E+05 0.00000E+00

...