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UMAT For Isotropic hardening

UMAT For Isotropic hardening

(OP)
Hi

I'm new here and I'm not sure if this the correct place to post my questions or not.

I'm trying to practice writing UMAT code and I just finished the (Coding for isotropic Mises plasticity) from the the attached document. I'm trying to check validity of this code with simple model: what kind of this simple model? how can I do that?

Please help me with this problem


Regards,
Qusay

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