Dynamic analysis with Bolt Preload ?
Dynamic analysis with Bolt Preload ?
(OP)
Is it possible to perform dynamic analysis , with bolt preload values in Nastran. Do Nastran consider Bolt Preload into account,while performing dynamic Frequency response analysis.





RE: Dynamic analysis with Bolt Preload ?
thread561-337439: Modal analysis of pre-stressed beam structure (NX Nastran)
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