Incredible video, thank you!

Thanks a lot, very helpful video!

Very Good Explanation, Highly Recommended :D

awesome video! Thank you!

Thank you!

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

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 )

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

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

7 жыл бұрын

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

Can we do buckling analysis of concrete filled steel tubes?

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

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

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

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

7 жыл бұрын

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

@abaqusacumen7397

7 жыл бұрын

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

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 ?

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

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

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

how to validate u results? Sir

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

@nicolasramirez3944

Жыл бұрын

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)

Where is reference of the imperfection code???

Hi, can i have your email?