How linked between ABAQUS and visual studio

Very inormative video. Thanks a lot

Hi Ashish, An excellent information. Thank you

Very helpful video

Can anyone please guide me how to select this element type (C3D8R 8-node brick element with nonlinear asymmetric deformation) in Abaqus

Hi sir, I have a question, why does we not use Heat Tranfer?

Thanks for the explanation but the effective Plastic true strain formula seems not really accurate. Although approximately the result are the same but when there are data, the deviation might be obvious

I need to do a simulation of this post. Can you give me the material parameters file to apply the simulation?

Can you give me the reference of the book/text from which you have used the polynomial equation

It is really helpfull, bro.

I'm sorry, do you knpw whty don't you include normal behaviour in the contact property?

Why did you use node fil u? What does it do?

Thank's a lot Sir. This video was so helpful for me.

Sir , plz explain the following input for dynamic explicit. V= 2mm/s, deform model up to 30 mm. How I would select step time in dynamic explicit for quasistatic analysis.

How do I add hydrostatic pressure to an explicit step?

Sir, I have tried inputting the creep test data instead of relaxation data as per the process mentioned here.But every time I come across an error" No convergence for any order n". I have used uniaxial creep test data performed on asphalt material. Could you help me in resolving this sir

Sir i have some doubts in ABAQUS how i can reach you ? Please share ur mail id

I can't change contact control sir 19.04

Please send your contact number

Very helpful video

Please send your contact number

Very helpful video

Please send your contact number

I want to learn abacus software related to my research work

Very helpful video

I m research scholar and I need your help in my research work

Please send your contact number

Very helpful video

Hello i need help about new ecap analysis in abaqus. I am trying something innovative. Can i contact with you if you have time. Thanks.

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

can you send me your email please i need help

How do you calculate mass scaling factor ?

Could you please provide me with the inp file of the discussed problem. Thanks

Thank you

In dynamic explicit can total energy be negetive?

Thanks again. One question about the friction coeff. for the definition of the tangential behavior..How to choose the value? Do you have any literatur to suggest or refer. Thanks for you answer

Thank you very much, very useful

Not a system I'm used to, but the density looks off by factor of 10 (ton/mm3)?

I have just one question concerning the riks method, I have modelled a hollow hyperelastic sphere under internal pressure using axisymetric, using static riks, My problem is that I don't know how to plot the pressure versus radial displacement curve.

Can u share ppt sir on heat transfer

why does the water-Part hast the same dimension like the can since the can contains the water? Does'nt it affect the result? I have a general question concerning the use of shell element

what is the difference between running the job with double precision and not? Is it about accuracy?

Hi Please tell me how to prepare input file to define the bond slippage between truss element and solid element ? thnks

Amazing thank you from France

05:44 *Shear Failure 0.2,

In the International System of units the symbol for the seconds is "s" not "Sec"! If you change the symbol of seconds to "Sec", you should also change the symbol of meters to "Met", isn't it?