example
=====


OPTION =' MECA '
-------------

See tests COMP001 [:ref:`V6,07,101 <V6,07,101>`], COMP002 [:ref:`V6,07,102 <V6,07,102>`]


.. code-block:: text

    #unités in Pa

    ACIER [0] = DEFI_MATERIAU (ELAS =_F (E= YOUNG_Pa, NU=, NU= POISSON,, ALPHA =11.8e-6), ECRO_LINE =_F (D_ SIGM_EPSI =pente_PA, SY= SY_Pa,),); #unités in purpose [1] = [1] = BELOW-E [1] = (1]) = 58.- MPaACIER DEFI_MATERIAU ELAS YOUNG POISSON, ALPHA =11.8e-6), ECRO_LINE =_F (D_ SIGM_EPSI =slope, SY=SY,),) compor=' VMIS_ISOT_LINE 'tabresu= TEST_COMPOR (OPTION =' MECA ', COMPORTEMENT =_', =_F (RELATION =compor,), =_F (=_F), =_F (=_F), =_F (=compor,),), then NEWTON REAC_ITER LIST_MATER = ACIER, VARI_TEST =( 'V1', 'V1', 'VMIS', 'TRACE'), YOUNG = YOUNG, POISSON = POISSON,)


OPTION =' THER '
-------------


.. code-block:: text

    See tests COMP008 *

    TREF = 0.

    Tmax = 500

    YOUN = DEFI_FONCTION (NOM_PARA =' TEMP ', VALE =( TREF, 200000. ,

    Tmax, 100000. ,

    ),);

    ALPH = DEFI_FONCTION (NOM_PARA =' TEMP ', VALE =( TREF, 1.E-5,

    Tmax, 2.E-5,

    ),);

    SIGY = DEFI_FONCTION (NOM_PARA =' TEMP ', VALE =( TREF, 100. ,

    Tmax, 50. ,

    ),);

    DSDE = DEFI_FONCTION (NOM_PARA =' TEMP ', VALE =( TREF, 10000. ,

    Tmax, 5000. ,

    ),);

    MATERI = DEFI_MATERIAU (ELAS_FO =_F (E= YOUN, NU= ZERO,

    TEMP_DEF_ALPHA = TREF,

    ALPHA = ALPH,),

    ECRO_LINE_FO =_F (D_ SIGM_EPSI = DSDE,

    SY= SIGY,),

    );

    LMAT2 = [None] * (NCAL)

    time=0.

    For i in range (NCAL):

    timem = time

    time = timem + tfin/ NCAL

    Ti = T0 + time /tfin * (Tmax - T0)

    LMAT2 [i] = DEFI_MATERIAU (ELAS =_F (E= YOUN (Ti),

    NAKED=0. ,

    ALPHA =0.,),

    ECRO_LINE =_F (D_ SIGM_EPSI = DSDE (Ti),

    SY= SIGY (Ti),),)

    compor=' VMIS_ISOT_LINE '


    tabresu= TEST_COMPOR (

    MATER = MATERI, COMPORTEMENT =_F (RELATION =compor),

    LIST_MATER = LMAT2, ALPHA = ALPH, YOUNG = YOUN, TEMP_INIT = TREF, TEMP_FIN =Tmax,

    NEWTON =_F (REAC_ITER =1),

    NB_VARI =2, VARI_TEST =( 'V1', 'V2'),

    )