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Dear EricsonEncinaZ, Within the model where should I set this limit for strain? If I use the condition before analyze command, the strain in ofcourse zero. If I use it after analyse strain value is the final value. I don't understand where to extract the current strain value. Edit: I tried for {set ...

Thank you Sirs. I could do it. There was nothing wrong.

Respected Sir mbopen, Were you able to resolve the issue? I am having the exact same problem with installing new material. I have added the external procedure and win32Functions.cpp file (as suggested by fmk). There are no errors and the dll is built but still the material is not recognized. Kindly ...

Dear experts, I wanted to ask whether it is possible to do a curvature-controlled analysis instead of displacement-controlled analysis? I have the curvature data from experiment done on a beam and wish to use that as an input rather than the nodal displacement. I understand that both are very differ...