When I study the nonlinear deflection in static structural, it doesn’t show any of the deflections due to the constraints. May I know how do I setup the post-buckling analysis?
Understood on that, but if I were to compare the numerical and analytical results, would it be better if I move all the parameters to buckling analysis? Since the multiplier only affects the temperature. Don’t really understand what is the correlation between them.
I did plug in the new numbers and the load multipier does get close to 1!
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