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shell-beam vs solid for eigenanalysis
Posted 26.11.2022, 00:25 GMT-5 Version 6.1 2 Replies
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I created a table based on using either solid interface or shell-beam interface. Bottom boundaries/points of the solid legs/beams are fixed.
I expect both should result in closely agreed mode frequencies. However, the first and second mode frequencies are considerably different.
Is there anything wrong in the model?
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