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I am trying to model a steel track for a wall with plate analysis DKT I am getting the following error, My command file is posted next, Please help me! I have been trying different things for a week now...
# ------------------------------------------------------------------------------------------
# Commande No : 0005 Concept de type : cara_elem
# ------------------------------------------------------------------------------------------
ELEC=AFFE_CARA_ELEM(INFO=1,
COQUE=_F(EPAIS=2,
A_CIS=0.83333330000000005,
MAILLE='MAIL',
COEF_RIGI_DRZ=1.0000000000000001E-05,
COQUE_NCOU=1,
MODI_METRIQUE='NON'),
MODELE=MODE,
);
LE MODELE MODE CONTIENT :
12296 ELEMENT(S) COQUE
!--------------------------------------------------------!
! <EXCEPTION> <MODELISA6_10> !
! !
! la maille MAIL ne fait pas partie du maillage MAIL !
!--------------------------------------------------------!
Validation du concept 'ELEC'.
--------------------------------------------------------------------------------------------------------
My COMMAND FILE
-------------------------------------------------------------------------------------------------------
DEBUT();
ST=DEFI_MATERIAU(ELAS=_F(E=2.1e+5,
NU=0.3,),);
MAIL=LIRE_MAILLAGE(FORMAT='MED',);
MODE=AFFE_MODELE(MAILLAGE=MAIL,
AFFE=_F(TOUT='OUI',
PHENOMENE='MECANIQUE',
MODELISATION='DKT',),);
ELEC=AFFE_CARA_ELEM(MODELE=MODE,
COQUE=_F(MAILLE='MAIL',
EPAIS=2,),);
MATE=AFFE_MATERIAU(MAILLAGE=MAIL,
AFFE=_F(TOUT='OUI',
MATER=ST,),);
CHAR=AFFE_CHAR_MECA(MODELE=MODE,
DDL_IMPO=(_F(GROUP_MA='Base',
DY=0,
DZ=0,),
_F(GROUP_MA='Support',
DX=0,
DY=0,
DZ=0,
DRX=0,
DRY=0,
DRZ=0,),),
FORCE_COQUE=_F(GROUP_MA='Load',
FX=1000,),);
RESU=MECA_STATIQUE(MODELE=MODE,
CHAM_MATER=MATE,
CARA_ELEM=ELEC,
EXCIT=_F(CHARGE=CHAR,),);
RESU=CALC_ELEM(reuse =RESU,
MODELE=MODE,
CHAM_MATER=MATE,
RESULTAT=RESU,
OPTION=('SIGM_ELNO','SIEQ_ELNO',),
EXCIT=_F(CHARGE=CHAR,),);
#RESU=CALC_NO(reuse=RESU,
# RESULTAT=RESU,
# OPTION=('SIGM_NOEU', 'SIEQ_NOEU', ),);
IMPR_RESU(FORMAT='MED',
UNITE=80,
RESU=_F(MAILLAGE=MAIL,
RESULTAT=RESU,
NOM_CHAM=('SIGM_NOEU','SIEQ_NOEU','DEPL',),),);
FIN();
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Hello Humberto,
I think you confused the meaning of MAILLE (= ELEMENT) and MAILLAGE (=MESH).
Best regards,
Richard
Richard Szoeke-Schuller
Product Management
www.simscale.com
We are hiring! https://www.simscale.com/jobs/
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Hello Humberto,
I think you confused the meaning of MAILLE (= ELEMENT) and MAILLAGE (=MESH).
Best regards,
Richard
Thanks Richard!!!, That was my problem and it works now., also at the end I changed the stress calculated from the nodes to Gauss points, it seems to be working perfectly. If anybody is interested in the files please PM me.
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