Hello everybody,
I'm trying to perform a buckling analysis on a non linear geometry model.
This model is something similar to a net which can stretch and shrink so I'm not facing a classical buckling problem but something different.
Do you think I can witness the structure collapse performing...
When I submit my Job, Abaqus shows this WARNINGS:
"The request for mises output will be replaced by a request for s output"
"Strain output request le is not valid for some elements in this analysis. This request is switched to the strain measure, e"
Finally, in the Visualization Module, no...
