Douglas Johnson

Can't optimize for "Worst Case" PSI with beams

Discussion created by Douglas Johnson on Apr 23, 2009
Has Anyone been able to find a optimization response quantity analogous to the "worst case" PSI that simulation uses in it's default stress graph for beams. I think it's like the von Mises stress. I have been through all of the response values that apear and none of them are as high as this "Worst Case" value.

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