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Why when I try to do this same analysis in ANSYS with an element with L corss-section, I have to retrain the rotation around Y, otherwise the software can not resolve the problem?
This is a great video. Thank you. Any chance you can make a follow-up that shows how to introduce the initial imperfection (preferably with a multiplier) into a subsequent non-linear buckling analysis?
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Very nice explanation about the buckling analysis. Thanks a lot
Great presentation! Really helpful to understand the eigen-buckling.
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Why when I try to do this same analysis in ANSYS with an element with L corss-section, I have to retrain the rotation around Y, otherwise the software can not resolve the problem?
This is a great video. Thank you.
Any chance you can make a follow-up that shows how to introduce the initial imperfection (preferably with a multiplier) into a subsequent non-linear buckling analysis?
Thanks for watching! Glad you liked the video! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.
how do you interpret the load factor results in case the model is a non standard geometry like in case of pressure vessel
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Very good introductory tutorial
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So, can we say that, if the Load multiplier is less than 1, it means that the structure will encounter buckling ?
Kardeş fenerde 5 yıldız yok yalnız
@ ya mk şu ortamda açtığın muhabbete bak
Nice