Buckling Analysis In ABAQUS + Theoretical Derivation 

Thank you for the wonderful ABAQUS videos! Mech. E Undergrad here working on research that needs Abaqus, and I don't think I would've gotten that far without these videos!

Very detailed description! thank you for your hard work and such a clear explanation

Really amazing 👏

your way of explanation ,outstanding👏👏🙌

great job once again Hamid

Great video, Thank you.

great video !! pls continue making these educational videos !!

Please do Non-linear buckling analysis! Thankyou for this video ❤️

What an amazing explanation, Sir. I do hope that you can make more video regarding the structural analysis in ABAQUS. I can't wait for your further wonderful learning video. Barakallahu fiik..

Thank you for this video.

Hi, I really like your work and how you explain it. How would I model an I column with intermediate lateral restraints, with end supports, under a buckling load, where I need to determine the force in the intermediate lateral restraints?

Great video! I have tried to do a buckling analysis on laminated glass but I can't find any values for the modulus of elasticity and the Poisson's ratio of the PVB interlayer. Do you know where I can find these values?

That's a very great work.

THE BEST VIDEO EVER

Hello, and thank you for your video! I am currently using Abaqus in my masters thesis, where we are using buckled beams (similar to the one you used here) as bistable mechanisms. My question for you is do you have a way to easily record data for a force v displacement curve at the center of the beam? Given that it is a bistable mechanism, I’m expecting a cubic term. I think that I have a means of doing it properly right now, but any other input would be great. Thank you in advance for your assistance!

Please do video on non linear buckling analysis 🙏

Sir will you post the video regarding the construction of a masonry prism under compression loading to calculate stress-strain and youngs modulus

Please, I have a problem to connect a rigid wire to 3D wire beam element. I fond some tutorial about how to constraint a rigid body to 3D solid. However it seems the prcedure diffrent in 3D wire? I wish if you could just give me some hints or refer me to another vedio?? Thank you so much for shearing!

I have one question that after performing one job can we mesh the part that we have left without meshing. Please reply.

sir hello, do you have any idea about largest normalized displacement is lower than unity. how can I interpret this result

MashAllah..,...keep it up bro.....

I seem to be getting a different Eigen value if I apply 1 pound versus if I apply 50,000 pounds. They’re only about 10% different. Should they be exactly the same? This is regarding linear buckling and some Center solution 105.

love your instructive video. I am interested in importing other parts into ABAQUS, do you have any plans for a more complex structure?

I need to find displacement values from my buckling analysis. CAN YOU TELL ME HOW TO TAKE FROM MY RESULTS.

For mesh size, I understand why do you used 5 mm as a maximum size and considering simplified the computational procedure. But does it appropriate if the ratio between length to thickness was small. in addition to that, the compression and tension layers that separate the ruler thickness where one of them will control the final disturbtion in term of the largest strength? Should I use half of the thickness as maximum size in this case ?

Really nice

please can you learn us how we can simulate truss with all its chorded are filled with concrete?

assignment done, but how to upload it

Besides your information, I am also educating from your accurate accent so many thanks for you . I have one question . Why not, if you can provide courses parallel with information whithin the international standards like AISC or ASTM , where they provide the equations and examples that we always use them in every analysis using ABAQUS . ANSYS . ect. ُEx.the type of buckling and deflection are differ in every cases of study. and what is difficault, is to study the model using one of the FEA methods, and that is what I am realy trying to learn from you. I wish you the best.

Can we say buckling similar to delamination in composites? Great video, you are doing amazing work.

Can you make video for zero thickness,2D analysis

Amazing asalways

دكتور انت عالاغلب عربي الجنسية انا محتاجة اتواصل معاك عندي رسالة ماستر حول ال postbuckling by abaqus

1st viewer 🤩🤩