Nonlinear Buckling Example (Aluminium column buckling)

Dear Abaqus Users,
New Video on Nonlinear Buckling Example. In this example we are going to model Aluminium column buckling load estimation. We have made this video to help Abaqus users for solving the nonlinear buckling real world problem.

[@nicholaselias8786]

Incredible video, thank you!

[@TheBehfarataei]

Very Good Explanation, Highly Recommended :D

[@AJ-et3vf]

awesome video! Thank you!

[@mathromly3190]

Dear Sir, thanks for the video. May I know where do you get Yield Stress and Plastic Properties of Aluminium properties? Thanks

[@JJC007]

Thanks a lot, very helpful video!

[@yedwakhuboni]

This is awesome guys, as a side question would you guys do simple tutorial on user subroutine. Something like a moving heat source or mapped wall thickness on a shell?
Thanks a million

[@abaqusacumen7397]

Ian we are not much expert in subroutine but would like to make on similar line to help Abaqus community

[@dr.balakrishnansundaram8505]

Dear Sir, I am in need of tutorials for low cycle fatigue analysis. can we expect from you..... Kindly reply me

[@spyfromsparta]

I followed the video exactly but still getting errors, Time increment required is less than the minimum specified and convergence is unlikely. Do we have to change anything ?

[@vinantikulkarni3458]

Hello sir
Why u did not apply “shell edge load” instead of creating “constraints & referrence points”?

[@avgawande]

Can we do buckling analysis of concrete filled steel tubes?

[@Aixu661]

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

[@jettyroy]

Thank you!

[@mfabbelal1423]

hi
in (node fil) command what is the symbol before it (is it * or = ) i could not see it
and could you give some tutorials for shell to shell contact ( like 2 perpendicular channels )

[@prashanthkashyap7864]

I am getting standard analysis exited with an error. Please suggest me a solution for this

[@maheshmandot7059]

I need an example on non linear buckling of steel column can u help me in that plz

[@nitintyagibeyourself]

Hi,
Your videos are really helpful. Need help.
do you have any best practices used in Meshing in Abaqus in OEMs?
Thanks in advance.

[@abaqusacumen7397]

NO we don't have the meshing best practices for OEM.

[@abaqusacumen7397]

NO we don't have the meshing best practices for OEM

[@amanutkarsh611]

Sir , kindly help me in my CFST modelling , I have few queries.

[@user-py3xy4px1k]

Hello Mr. I followed your videos from Iraq. Could you please help me by Masonry wall.
If you have a time. How I can contact with you. Thanks

[@samirrawat2534]

I have checked the eigenvalue manually by eular formula but it is not same as result in linear buckling

[@nicolasramirez3944]

euler formula only valid for elastic buckling of the entire column element in compression, only applicable for very slender elements (no local buckling like in this video)

[@piyapatsilayong521]

Where is reference of the imperfection code???

[@trongdaile8284]

how to validate u results? Sir

[@ha-xw9jf]

Hi, can i have your email?