Convergence of a non-linear solution in ANSYS workbench static structural
Convergence of a non-linear solution in ANSYS workbench static structural
(OP)
Hi,
I am solving non-linear solution in ANSYS workbench static structural and my solution is having displacement convergence but not force convergence. Any tips to solve the problem.
I am solving non-linear solution in ANSYS workbench static structural and my solution is having displacement convergence but not force convergence. Any tips to solve the problem.





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