Calculatin Von Mises norm in DKT elements
- Teresa Sánchez
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17 years 8 months ago #1449
by Teresa Sánchez
Calculatin Von Mises norm in DKT elements was created by Teresa Sánchez
Hello everybody again,
I am trying to simulate the mechanical deformations of a structure with 1d, 2d and 3d elements. Once I have solved the problem, I don't have problems to calculate the Von Mises norm in 3d elements. However, the problem is with the 2d elements, DKT elements in this situation. Does anybody know how to calculate Von Mises norm for this type of elements? I have already found an answer in the Code_Aster forum, but it is not working.
Thank you very much.
Regards,
Tere.
I am trying to simulate the mechanical deformations of a structure with 1d, 2d and 3d elements. Once I have solved the problem, I don't have problems to calculate the Von Mises norm in 3d elements. However, the problem is with the 2d elements, DKT elements in this situation. Does anybody know how to calculate Von Mises norm for this type of elements? I have already found an answer in the Code_Aster forum, but it is not working.
Thank you very much.
Regards,
Tere.
- johannes ackva
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17 years 7 months ago #1460
by johannes ackva
Replied by johannes ackva on topic Re:Calculatin Von Mises norm in DKT elements
see doc U2.02.01
You can calculate the v Mises stress by
MODELE=AFFE_MODELE(MAILLAGE=MAILLAGE,
VERIF='MAILLE',
AFFE=_F(GROUP_MA='ELM',
PHENOMENE='MECANIQUE',
MODELISATION='DKT',),);
....
result_X=MECA_STATIQUE(MODELE=MODELE,
CHAM_MATER=affemat,
CARA_ELEM=cara,
EXCIT=(_F(CHARGE=FIX,),
_F(CHARGE=X_FORCE,),),);
....
result_X=CALC_ELEM(reuse =result_X,
RESULTAT=result_X,
OPTION=('SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),);
These are stresses par element aux noeds. Is this what You
were looking for?
Johannes
You can calculate the v Mises stress by
MODELE=AFFE_MODELE(MAILLAGE=MAILLAGE,
VERIF='MAILLE',
AFFE=_F(GROUP_MA='ELM',
PHENOMENE='MECANIQUE',
MODELISATION='DKT',),);
....
result_X=MECA_STATIQUE(MODELE=MODELE,
CHAM_MATER=affemat,
CARA_ELEM=cara,
EXCIT=(_F(CHARGE=FIX,),
_F(CHARGE=X_FORCE,),),);
....
result_X=CALC_ELEM(reuse =result_X,
RESULTAT=result_X,
OPTION=('SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),);
These are stresses par element aux noeds. Is this what You
were looking for?
Johannes
- Teresa Sánchez
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17 years 7 months ago #1477
by Teresa Sánchez
Replied by Teresa Sánchez on topic Re:Calculatin Von Mises norm in DKT elements
Yeah, this is what I am looking for. I will try this way.
Thank you very much.
Regards,
Tere.
Thank you very much.
Regards,
Tere.
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