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Question on ESLM

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I have a question in terms of the ESLM in Optistruct. Are the equivalent static loads calculated and applied to the mesh by the optimizer based on a previos dynamic non-linear FEA or must the ESL´s have to calculated manual?

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Guest

Hello,

 

the loads from the dynamic analysis should be mapped to your optimization automatically, when using Equivalent Static Load Method.

 

Best Regards

 Jan

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