Performing an Eigenbuckling Analysis Using Ansys Mechanical

[@pandianshanthakumar4163]

Very nice explanation about the buckling analysis. Thanks a lot

[@edwinarleyhenaovergara6009]

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?

[@bobo_ism]

Great presentation! Really helpful to understand the eigen-buckling.

[@AnsysLearning]

Glad you liked it! Visit Ansys Innovation Courses for free courses, including videos, handouts, simulation examples with starting files, homework problems, and quizzes here: ansys.com/courses.

[@caseywilliams271]

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?

[@AnsysLearning]

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.

[@sultanrandhawa5284]

Very good introductory tutorial

[@AnsysLearning]

Glad you liked it! Visit Ansys Innovation Courses for free courses, including videos, handouts, simulation examples with starting files, homework problems, and quizzes here: ansys.com/courses.

[@gautambatra8300]

how do you interpret the load factor results in case the model is a non standard geometry like in case of pressure vessel

[@AnsysLearning]

Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.

[@Nonam3hh]

So, can we say that, if the Load multiplier is less than 1, it means that the structure will encounter buckling ?

[@Klonnnn234]

Kardeş fenerde 5 yıldız yok yalnız

[@Nonam3hh]

@ ya mk şu ortamda açtığın muhabbete bak

[@naveenkumar-md2zw]

Nice