Very helpful video

I want to learn abacus software related to my research work

I m research scholar and I need your help in my research work and My research topic is Fatigue behaviour of stud shear connectors in steel concrete composite beams

Please send your contact number

Very helpful video

Please send your contact number

Very helpful video

Where are the particles? The feature of this method is completely eliminated.

i dont fully get it, how did the ball move downward ?. can we fix the ball and make the water level rise instead? how to make the water level movable ?

How to simulation the rocket impact and explopsion? Please help me. Thank so much

My triaxial model video in FEM. ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-YrkcjSKTMpE.htmlsi=HoLG4gwwRJon_CpP

Can you please give me result part photo because i love this photos

Just a quick note. You're overall depth doesn't match your girder definition. If you are using a middle surface shell offset for your section definition then your top flange line would be at 680 not 670 if you want an overall depth of 690. You have it modeled with an overall depth of 680. Food for thought

A cho e xin file được không a?

could you pl share this geometry model? to practise

Thank you very much

I am doing a term project, I encountered a problem in the analysis part. I can't solve this problem, can you help me please😢

Good video thanks from Algeria.

How to assign regions to a wireframe structure such as those lines?

cool

Cầu tiên Sơn a ơi

jeez...!!!! why no one talks in these tutorials

There is no any prestress force in the strands ??

Thanks

is this considered as nonlinear analysis?

Is there anywhere to find the values of concrete damage plasticity ? For C30/37 Concrete and S420 Steel ? What is the references of values about concrete damage plasticity in this video? Can you help me pls ?

Hello, can you comment on results. I got 385 for the same configuration as you, but I see your max is 100.2?

How long does it approximately take to run this sort of a simulation?

Ko có cầu tiên sơn ạ?

Dear sir Why u have used two times Node file, global yes =print U Node file,global yes =print U Is that for two instances in the model

Can you please share this cae files to swmech7@gmail.com

would you give me excel sheet pleas just for cross check

without background music its boring to watch, and your doing it very fast.

Could you please send me the excel file (thura_alayman67@yahoo.com)

Thank you for the video, it is very helpful. Are results in millimeters?? the maximum value of U, magnitude is 1.043e+05 is it around 10 mm ??

Thank you for the video, it is helpful. I have been trying to build a model for a continuous steel bridge with different thicknesses for top and bottom flanges but I still couldn't conduct the analysis successfully. I created shell parts for the web and many for the flanges (with different thicknesses), but still, it didn't work. Is there any mistake in my way of doing things? Should I use solid instead of shell parts? Is there any tutorial of similar cases or any website or forum that might help?

Thank you for the video, it is helpful. I have been trying to build a model for a continuous steel bridge with different thicknesses for top and bottom flanges but I still couldn't conduct the analysis successfully. I created shell parts for the web and many for the flanges (with different thicknesses), but still, it didn't work. Is there any mistake in my way of doing things? Should I use solid instead of shell parts? Is there any tutorial for similar cases or any website or forum that might help?

How did you create that disk-1 set center ??

Where from did you get these concrete damage plasticity values and stresses in compression and in tension

Very useful video. Thanks

Can you submit excel file pls?

Thank for sharing. Please explain the data of shear test data J(s) or g(r).

Good morning sir Sir i am B.tech student Sir i am trying to doing 3-point test on RCC beam in which i model a concrete beam as solid element and create hole between them so that i insert a longitudinal reinforcement as solid element in the beam. i am also using stirrups as wire element and embedded into concrete beam. Sir i am trying to give slip property between steel reinforcement and concrete beam therefore i use surface to surface contact and provide normal and tangential behavior (friction coefficient=0.45). but sir my file is not giving result as well as error. sir if you have time then we can discuss on it.

Sir have you any knowledge about how to provide slip property between steel reinforcement and concrete beam.

hello sir Sir i am B.tech student Sir i am trying to doing 3-point test on RCC beam in which i model a concrete beam as solid element and create hole between them so that i insert a longitudinal reinforcement as solid element in the beam. i am also using stirrups as wire element and embedded into concrete beam. Sir i am trying to give slip property between steel reinforcement and concrete beam therefore i use surface to surface contact and provide normal and tangential behavior (friction coefficient=0.45). but sir my file is not giving result as well as error. Sir, if you have time, then I am hard to send my abaqus file to you please please please sir help me in resolving this issue

thanks for tutorials

Congratulations, very good.

Where did you got this concrete damage plasticity values

I can see how much you have tried to make a good video. I always enjoy watching your videos. Please make more~~!!

sir from where to download .step file