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Engineering
General Engineering
Post Buckling Analysis in ANSYS
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[QUOTE="Vaggelis, post: 5490908, member: 583860"] Hello everyone, I am trying to use ANSYS to calculate the reaction force in the edge of a buckled thin plate. (One edge is constrained and the other edge is displaced). According to what I read in the Help Documentation, the study should be done in Static Structural, and a stabilization option should be set appropriately. My question is, do I have to involve also the buckling module and how should I do this? I only get Error messages so far. If someone is familiar to this kind of study I would be grateful to have some advice. Regards, Vaggelis [/QUOTE]
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Post Buckling Analysis in ANSYS
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