Hi guys, what is the difference between static, nonlinear and buckling analyses? I need methodical (theoretical) explanation. And what is the difference of these analyses in Solidworks 2014? Would be grateful for the help.
Have you checked the help and simulation training manuals? They provide a pretty good detailed explanation.
What is your application? It might be best to answer relative to it.
For example, I'm confused why you bring buckling into the question?
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