Nonlinear Buckling Example (Aluminium column buckling)

[@nicholaselias8786]

Incredible video, thank you!

[@yourevolution7850]

Why did you use node fil u? What does it do?

[@mehrpay]

I think that's how he tried to output the .fil file. But wondering if it can be requested from the GUI.

[@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 ?

[@TheBehfarataei]

Very Good Explanation, Highly Recommended :D

[@EngineeringDrAiXu]

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

[@mathromly3190]

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

[@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 )

[@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

[@avgawande]

Can we do buckling analysis of concrete filled steel tubes?

[@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

[@AJ-et3vf]

awesome video! Thank you!

[@maheshmandot7059]

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

[@prashanthkashyap7864]

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

[@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)

[@vinantikulkarni3458]

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

[@dr.balakrishnansundaram8505]

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

[@JJC007]

Thanks a lot, very helpful video!

[@amanutkarsh611]

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

[@trongdaile8284]

how to validate u results? Sir

[@piyapatsilayong521]

Where is reference of the imperfection code???

[@حيدرالهنداوي]

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

[@jettyroy]

Thank you!

[@ha-xw9jf]

Hi, can i have your email?