thanks a lot man, really help me as student to understand mechanism steel beam on abaqus

Very helpful video

Thank you for your kind explanations.

Thank you for the Tutorial! Very well explained.

Nice job

Thank you

Thanks!!

Excuse me, Can you help me how to determine the critical bending moment and check the lateral torsional buckling of this beam. Thank you very much.

thanks , great job , how about upload video about thermo-mechanical of RC beam using ABAQUS

И всё таки. Стальная ферма или профильной трубы или двутавровая балка?

Hi Vlad, Thanks for your nice tutorial lesson. However I would like to know why did you use a partition with datum plane and what is the reason of using partition type CELL? Thanks

Hi Vlad, let me understand. With this program you can simulate the crash of a concrete construction? With a evidence of the points of weakness?

Well, do u know the reason of this: "When you drawn the section, u click on the centerline of the drawing and create the point there. Actually this step makes the software to split your beam into 2 parts of surface with the line in between". I got this problem, I cannot remove the point so I have to delete the other half of the section in the other side of the centerline and then I just use the mirror function and then problem solved, but I am curious about why I cannot draw it by your method?

Hello can you make analysis of a simple landing gear? it would be very helpful

Hi Vlad, I am doing the same analysis but with steel. I am facing a problem in the sense that on using a finer mesh that is more number of nodes my beam is becoming more stiffer unlike the other way around. Shouldn't the beam become less stiff and bend mre on inc. the no. of nodes, because of more D.O.F??

Nice tutorial and generally well explained. However some of the things you didn't really explain and just said "select this" or "now we do this" without really saying why, e.g. the datum plane and partition. Also you said you used a IPE200 cross-section. You miseed the fillet radius of it for it to be 100% correct, why didn't you include it for the model when doing it in 3D?

hi. can you post a video of modelling of concrete pole with reinforcements.

I need your help and support in my research work

great help can you I model a reinforced brick wall on it

i tried to follow all steps of this vedio. but it always shows error: too many attempts, or time increments required is less than the minimum specified...

hello, Vlad. I am analysing a steel beam.I enter the yield stress to be 235Mpa for the strain 0 and no stresses above.And then i load the beam with a displacement.When i look at von mises stress,i see, that those stresses at some points are much more than 235Mpa.For example, at some points it is 380Mpa.Do you know what could be the reason?

where did you get the mass density from? please help

SIR how to apply cyclic loading or fatigue loading

if some one have tut about thermo-mechanical of RC beam using ABAQUS ?? help

I m research scholar

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