Engineering & Analysis Methods > Panel Buckling

Simple plate in biaxial tensile stress fails primarily by buckling?

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Here is another forum post that discusses how HyperSizer adjusts the buckling spans for plates in biaxial load states, with load reversals.,88.0.html



Thanks for the response.  I've gone through the forum post you provided, and just about every report available for my part that mentions buckling, and I still can't find any evidence that HS is actually reducing my buckling spans.  Can you provide an example?  Maybe I'm just not looking in the right place.



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