Buckling & Post buckling Analysis with Abaqus 

Hello, I thought the Young's Modulus must be 200.E9 for steel at 0:42 or do you use another material? And what is the purpose of writing NODE FILE at 3:59? By the way, I did exactly what you did for model 1 but my job was aborted Thank you so much

Sir, Why you wrote 2e-3 in edit keywords for model 2, how we will get that..

Is it possible to use Solid elements and Engineering constants for Buckling analysis of Composites

Great analysis. very helpful

Hello, I need some help, Is Crippling analysis and Postbuckling analysis the same thing. How can I compare my semi empirical crippling stress value and FE post buckling stress value.

why can't I hear the video

thanks

thx

Hello, could you please write your email?