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September 20, 2024 at 3:30 pm
drdmsthesis
Subscriber
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Deepak,
In analysis A-B im performing a linear buckling analysis.Â
I export the deformed body based on the mode shape from analysis B for nonlinear buckling with deformations into Analysis C. The bolts modelled as beams cannot be selected for bolt pretension. Is there a workaround?
Thank you! Â
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