
Originally Posted by
unsrohith
Hi Kumar,
I work with steel and mostly on isotropic materials (MISES). My codes are based on small deformation Hypo elasto plastic formulation. I won't use any large deformation terms like def grad, rotation tensors (R,V,U etc). But I am planing to implement them in future. I studied about anisotropic damage way back, but I am currently using isotropic damage because of its simplicity and easiness in implementation.
Can you tell something about your field..
regards,
Rohith
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