Contrib:asamit

Problems

1. How to rotate the magenta object 360 degrees.

2. How to connect the magenta and the yellow.

3. How to add rigid bars(spokes) to the yellow.

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1.[Download Mesh]

DEBUT();
MA1=LIRE_MAILLAGE(UNITE=20,
                 FORMAT='MED',);
MA1=DEFI_GROUP(reuse =MA1,
              MAILLAGE=MA1,
              CREA_GROUP_MA=_F(NOM='TOUT',
                               TOUT='OUI',),);
MA2=CREA_MAILLAGE(MAILLAGE=MA1,
                 MODI_MAILLE=_F(TOUT='OUI',
                                OPTION='QUAD8_9',),);
MO=AFFE_MODELE(MAILLAGE=MA2,
              AFFE=_F(TOUT='OUI',
                      PHENOMENE='MECANIQUE',
                      MODELISATION='COQUE_3D',),);
CARA_ELE=AFFE_CARA_ELEM(MODELE=MO,
                       COQUE=_F(GROUP_MA='TOUT',
                                EPAIS=1.0,),);
STEEL=DEFI_MATERIAU(ELAS=_F(E=200000.0,
                           NU=.3,
                           RHO=7.8e-9,),);
MAT1=AFFE_MATERIAU(MAILLAGE=MA2,
                  AFFE=_F(TOUT='OUI',
                          MATER=STEEL,),);
MECA=AFFE_CHAR_MECA(MODELE=MO,
                   DDL_IMPO=_F(GROUP_MA='ax_shaft',
                               DX=0.0,
                               DY=0.0,
                               DZ=0.0,
                               DRX=6.28,
                               DRY=0.0,
                               DRZ=0.0,),);
L_INST=DEFI_LIST_REEL(DEBUT=0.0,
                     INTERVALLE=_F(JUSQU_A=1,
                                   NOMBRE=10,),);
inst=DEFI_LIST_INST(DEFI_LIST=_F(METHODE='AUTO',
                                LIST_INST=L_INST,
                                PAS_MINI=1e-8,),);
RAMP=DEFI_FONCTION(NOM_PARA='INST',VALE=(0.0,0.0,
                        1.0,1.0,
                        ),);
STA=STAT_NON_LINE(MODELE=MO,
                 CHAM_MATER=MAT1,
                 CARA_ELEM=CARA_ELE,
                 EXCIT=_F(CHARGE=MECA,
                          FONC_MULT=RAMP,),
                 COMP_INCR=_F(RELATION='ELAS',
                              DEFORMATION='GROT_GDEP',),
                 INCREMENT=_F(LIST_INST=inst,),
                 NEWTON=_F(PREDICTION='ELASTIQUE',
                           MATRICE='TANGENTE',
                           REAC_ITER=1,),);
STA=CALC_ELEM(reuse =STA,
             MODELE=MO,
             CHAM_MATER=MAT1,
             RESULTAT=STA,
             OPTION='EQUI_ELNO_SIGM',);
IMPR_RESU(FORMAT='MED',
         UNITE=70,
         RESU=_F(MAILLAGE=MA2,
                 RESULTAT=STA,
                 TOUT_CHAM='OUI',),);
FIN();