Difference between revisions of "User:CAE41"

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It is possible to make some calculations with adapative mesh in Code_Aster with loops in Python. Here, I want to show how to do it with POURSUITE.
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As shown by  It is possible to make some calculations with adapative mesh in Code_Aster with loops in Python. Here, I want to show how to do it with POURSUITE.
  
 
First, you create a normal .comm like this one.
 
First, you create a normal .comm like this one.
  
 
DEBUT();
 
DEBUT();
 
 
  mat=DEFI_MATERIAU(ELAS=_F(E=30000.0,  
 
  mat=DEFI_MATERIAU(ELAS=_F(E=30000.0,  
 
                             NU=0.3,),);
 
                             NU=0.3,),);

Revision as of 00:37, 29 January 2011

As shown by It is possible to make some calculations with adapative mesh in Code_Aster with loops in Python. Here, I want to show how to do it with POURSUITE.

First, you create a normal .comm like this one.

DEBUT();

mat=DEFI_MATERIAU(ELAS=_F(E=30000.0, 
                            NU=0.3,),);
mai_n1=LIRE_MAILLAGE(FORMAT='MED',);
mod_n1=AFFE_MODELE(MAILLAGE=mai_n1,
                  AFFE=_F(TOUT='OUI',
                          PHENOMENE='MECANIQUE',
                          MODELISATION='3D',),);
ama_n1=AFFE_MATERIAU(MAILLAGE=mai_n1,
                    AFFE=_F(TOUT='OUI',
                            MATER=mat,),);
con_n1=AFFE_CHAR_MECA(MODELE=mod_n1,
                     DDL_IMPO=_F(GROUP_MA='BLOCAGE',
                                 LIAISON='ENCASTRE',),
                     PRES_REP=_F(GROUP_MA='PRESSION',
                                 PRES=10.0,),);
res_n1=MECA_STATIQUE(MODELE=mod_n1,
                    CHAM_MATER=ama_n1,
                    EXCIT=_F(CHARGE=con_n1,),);
res_n1=CALC_ELEM(reuse =res_n1,
                RESULTAT=res_n1,
                OPTION='SIGM_ELNO_DEPL',);
IMPR_RESU(FORMAT='MED',
         RESU=_F(RESULTAT=res_n1,),);
FIN();

If you use Salome_Meca, a base (B1) will be create automaticaly created.

Then we will do the next step with the following .comm

POURSUITE();

res_n1=CALC_ELEM(reuse =res_n1,
             RESULTAT=res_n1,
             OPTION=('ERRE_ELEM_SIGM','SIEF_ELNO_ELGA',),);
MACR_ADAP_MAIL(MAILLAGE_N=mai_n1,
              MAILLAGE_NP1=CO('mai_n2'),
              ADAPTATION='RAFFINEMENT',
              RESULTAT_N=res_n1,
              INDICATEUR='ERRE_ELEM_SIGM',
              NOM_CMP_INDICA='ERREST',
              CRIT_RAFF_PE=0.1,);
mod_n2=AFFE_MODELE(MAILLAGE=mai_n2,
                   AFFE=_F(TOUT='OUI',
                           PHENOMENE='MECANIQUE',
                           MODELISATION='3D',),);
ama_n2=AFFE_MATERIAU(MAILLAGE=mai_n2,
                   AFFE=_F(TOUT='OUI',
                           MATER=mat,),);
con_n2=AFFE_CHAR_MECA(MODELE=mod_n2,
                     DDL_IMPO=_F(GROUP_MA='BLOCAGE',
                                 LIAISON='ENCASTRE',),
                     PRES_REP=_F(GROUP_MA='PRESSION',
                                 PRES=10,),);
res_n2=MECA_STATIQUE(MODELE=mod_n2,
                  CHAM_MATER=ama_n2,
                  EXCIT=_F(CHARGE=con_n2,),);
res_n2=CALC_ELEM(reuse =res_n2,
              RESULTAT=res_n2,
              OPTION='SIGM_ELNO_DEPL',);
IMPR_RESU(FORMAT='MED',
         RESU=_F(RESULTAT=res_n2,),);
FIN();

To make it work, you must use ASTK with B1 in D (data) and a new base (B2) in R (result).


To continue, you have to :

  • change n2 in n3, n1 in n2 to make a test3.comm
  • put B2 in D and create a new base B3 in R

And so on.