enforced displacemnt in a local csys with NLGEOM - possible bug
Hi,
I tried to model the pretension for a NLGEOM analysis with enforced displacements in a local csys. If the pretension is not followed by an another loadcase, the results are OK, if there is a follower loadcase the results are not the same as before and wrong.
Attached you can find a test model (with pretension with and without an additional loadstep). Nodes id. 1 and 2 are the ones with enforced displacements in the local csys id 4. Please take a look at the displacements for the pretension in both cases.
Is this problem known? Is there a workaround for this problem?
Thank you.
Best regards,
Szilard Balazs
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Hi Rahoul,
here are the results when I run the same input files under Optistruct 2017.
My problem is that the same pretension lodcase (enforced displacements in a local csys) produces different results whether there is a follower loadcase or not.....
Regards,
Szilard
Can you try this in the latest version OptiStruct 2018.0.Lot of new feature has been changed since version 14.0.We now solve Nlgeom with large displacement analysis.
Please request free eBook on OptiStruct Nonlinear analysis with below link.
https://altairuniversity.com/free-ebook-introduction-to-nonlinear-finite-element-analysis-using-optistruct/