Video

Thank you Professor, for such a wonderful video. It was a quite pleasant experience listening to you.

Gr8

How to import stress from odb files for 2D shell/wire element.

Nice

Nice

Great 👍

Great very good insights sir...thank you ..looking forward

sir, how i get to know characteristic length of an element?

WhatsApp link is reset not able to join. Pleae check on this

very thank my bro

THANK YOU SIR STAY BLESSED

Can I use C3D8RD element to simulate both linear and nonlinear soil? Because it has 8 nodes according to the lecture, 8 nodes are linear death

7:09 Sir, can you please clarify what is the unit followed for "First Layer Thickness" ? And, in general does Hypermesh use metres or mm for length?

But when scaling the mass, the wave speed also decreases and there may be errors due to its excess? And isn’t it more profitable from the point of view of computational time to shorten the loading period, since in this case the inertial forces are proportional to the first degree of this reduction, and when scaling the mass it is necessary to increase the inertial forces in proportion to the square of the increase in the stable increment?

worst tutorial ever😡

Hello,Sir.I hope everything is going well for you.Sir, I am working on a thesis project related to coupled temperature displacement that requires me to validate a paper.But the paper refers “ We normalized time along with the normalization of thermal conductivity with its reciprocal in order to bring down the computational cost of simulations. The obtained solution using normalized time was again converted back to normal time accordingly” How can I get all of the results in real time using Abaqus after normalizing time and thermal conductivity? Sir,i havent got any response from the author of the paper. Any advice you could provide me on this matter would be greatly appreciated. Thank you for your time and attention.I am looking forward to hearing from you.

very informative! I have just one question: The damage initiation value (0.15) is not too high compared to the maximum plastic strain (0.0585) and damage evolution displacement (0.117)? that should not be a value near to the maximum plastic strain (0.0585) ?

thnak you so much sir for this amazing videos stay blessed

Can you please share input deck?

very nice tutorial thank a lot for your help please let me know the section that you used in the vedio I am learning abaqus and i need to simulate the same model connection

Sir 1 doubt. In my company when we convert mesh into second order, many times elements gets distorted and shows error. So what we do is, we first export 1st order mesh. So its geometry surface removed. Then we covert elements into second order. It means mid nodes comes between the element but it remains straight as first order. Is this approach correct?

Great video. Like the theory explanation.

very nicely explained in both videos.

Thank you so much !!! it helped !!

Very nice video sir. Sir actually I am working in geotechnical domain I wanted to ask do we need to provide the loading in my case gravity loading and boundary conditions used in previous model again after copying the deformed parts in new model?

Can you please provide input (.inp) file for this. Stage 1 & 2

Excellent video! Keep it up. I'm learning from your videos. Thanks for your contribution to FE modelling.

Sir can you please make a video of dynamic analysis of underground tunnel

Thank You very much Sir

Good Video, but when I import, Abaqus give me a messege; The part "peça" contains imprecise geometry, which is highlighted. Partitioning and quad hex meshing using the medial axis algorithm may fail on imprecise parts.

thanks a lot. really appreciate your efforts

Nice video. Could you share how to take DIF into account in dynamic analyses?

sir how to plot graph for frequency vs impedance for a square PWAS:

you saved my FEA assignment and got me an A, may Allah bless you

Sorry, I want to modelate an overlap single bond joint. With the adhesive being used an epoxi. I'm having several errors, now mine is: time increment requires is less than the minimum specified. What is the root cause?

Thank you. How to view forming tonnage.

Hi , in my model the kinatic energy compare to internal and extarnal energy is nearly zero. In this case can i use coupled temperature-displacement instaid dynamic ,temp-disp,explicit ?

sir your videos are very amazing. please do based on bird strike analysis on wing leading edge aluminium7050.

in damage evolution what is the difference between displace ment and energy

3D solid u did not explain sir.

why do you chose General static instead of dynamic implicit?

Thank you!!!

Great video! Thanks for sharing!! ❤

How to decide time step for each cycle of cyclic loading

hi, can you extract over pressure-time history graph

Hi. I encountered this error: ***ERROR: in keyword *CLOAD, file "DYNAMIC20 ***ERROR: UNKNOWN VARIABLE TYPE IN ABQERR I have checked the naming and all. I already input the correct job name. And I followed your step by step in importing odb file. What did I possibly do wrong?

Very well presentation. But I want to know in this explicit dynamic case where geometric nonlinearity is on, how k is being updated?

If in the first stage we have two part instances (in the assembly), generated from the same part, then in the second stage should our new part have the name of the previous part or the previous part instance? Thank you.

Good video. I have a question, if I want to scale down the mass, how can I do? Change directly the property of the material? or other ways? Thanks in advance.