thanks a lot man, really help me as student to understand mechanism steel beam on abaqus
@imdadimmu8741 Жыл бұрын
Very helpful video
@user-mt5oo1lp1k3 жыл бұрын
Thank you for your kind explanations.
@DuilioFerronatto7 жыл бұрын
Thank you for the Tutorial! Very well explained.
@meiswos74 жыл бұрын
Nice job
@alshaymaakhalil57033 жыл бұрын
Thank you
@saurabhchauhan35063 жыл бұрын
Thanks!!
@STV-Lz7 жыл бұрын
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.
@1234567890100347 жыл бұрын
thanks , great job , how about upload video about thermo-mechanical of RC beam using ABAQUS
@BagemRuStudio-Trailers6 жыл бұрын
И всё таки. Стальная ферма или профильной трубы или двутавровая балка?
@md.zahidulislambhuiyan15126 жыл бұрын
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
@ni130706 жыл бұрын
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?
@ni130706 жыл бұрын
....using a 3d model in CAD?
@anhhoang64195 жыл бұрын
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?
@learnit18866 жыл бұрын
Hello can you make analysis of a simple landing gear? it would be very helpful
@tejasmanojmuralidharen13907 жыл бұрын
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??
@20Hammertime4 жыл бұрын
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?
@RohitKumar-gd8vu7 жыл бұрын
hi. can you post a video of modelling of concrete pole with reinforcements.
@imdadimmu8741 Жыл бұрын
I need your help and support in my research work
@shubhamgoswami40135 жыл бұрын
great help can you I model a reinforced brick wall on it
@user-zh9ix5tt5z5 жыл бұрын
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...
@skruzdelinho7 жыл бұрын
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?
@VladInc7 жыл бұрын
Hello. That shouldn't happen. You should make sure that the materials, sections and section assignments are defined correctly. If you have done that and you still have this problem, start it from scratch and see if it persists.
@hanid30084 жыл бұрын
where did you get the mass density from? please help
@abhayverma81166 жыл бұрын
SIR how to apply cyclic loading or fatigue loading
@1234567890100347 жыл бұрын
if some one have tut about thermo-mechanical of RC beam using ABAQUS ?? help