Problem in FEA: Column is not buckling?

Altair Forum User · 2019-02-11T13:19:42+00:00

Hi all, I have a column in my model and it is not buckling in the FEA analysis, rather getting compressed. The load is being applied uniaxially with respect to the column. Is there a way I can make the column buckle? In ABAQUS, we introduce imperfection in the column by deviating the geometry by a little bit based on…

Community & Support
Learn
Marketplace

Home
›
Discussions
›
Community Q&A

Find more posts tagged with

English

Inspire

Quick Links

All Categories
Recent Discussions
Activity
Unanswered
日本語 (Japanese)
한국어(Korean)