Exemple
=======


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

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


.. code-block:: text

    #unités en Pa

    ACIER[0]=DEFI_MATERIAU(ELAS=_F(E=YOUNG_Pa,NU=POISSON,ALPHA=11.8e-6),ECRO_LINE=_F(D_SIGM_EPSI=pente_Pa,SY=SY_Pa,),);#unités en MPaACIER[1]=DEFI_MATERIAU(ELAS=_F(E=YOUNG,NU=POISSON,ALPHA=11.8e-6),ECRO_LINE=_F(D_SIGM_EPSI=pente,SY=SY,),)compor='VMIS_ISOT_LINE'tabresu=TEST_COMPOR(OPTION='MECA',COMPORTEMENT=_F(RELATION=compor,),NEWTON=_F(REAC_ITER=1),LIST_MATER=ACIER,VARI_TEST=('V1','VMIS','TRACE'),YOUNG=YOUNG,POISSON=POISSON,)


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


.. code-block:: text

    Voir les 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),

    NU=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'),

    )