In modelling a repeating load acting on a plate, I have trouble reading the NLEPEQ,
I've used multilinear isotropic hardening as the material model, but what I get is just the NLEPEQ for the first step,
Have you tried 'OUTRES,all,all' before the solve?
No, Can you explain me how to use it please?
Since I use Workbench module, I just use the user defined functions from this path:
solution=>worksheet=> from the list (choose NLEPEQ)
But it seems that what you've mentioned is kind of a code, isn't it?
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