About Us: Abaqus acumen is committed to share our wealth of simulation experience and help CAE finite element engineers for their quick and sound learning. For any given engineering FEA problem, typically CAE engineer goes through pain of reading manuals, learning fundamentals and in spite of these efforts he or she may not be able to find right solution and approach to simulate with meaningful results. Instead of going through four different information sources such as literature, complex equations, exhaustive manuals, non-reliable suggestions, you can simply watch these videos which is made for quick and sound learning. This will enable you to solve complex engineering problems through virtual modelling in Abaqus.
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
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
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.
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
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?
Sorry but your model is wrong. You are simply rotating a part from a point, the hinge is not working. For instance, if the model rotates, modifying the edge direction, the hinge should continue working. That isn't the case.
thank you sir for this videosir ,how can i use cyclic syemmetry for a thick hyperelastic cylinder under internal pressure? using assumption plan strain
Hello Sir I am M.E. structure Student and my thesis work based on FSI and I need to model a flexible water tank for my thesis work .....could u please assist me for the same ...........may I have your contact details like facebook ID or e- mail ID ......It's urgent for me.
For those who say the crack didn't form, try increasing the velocity along with the decrease in mesh size of the sample. To make the model run faster, increase the mesh size of the anvil or better model it as discrete rigid
Very nice tutorial, thank you for it! I followed it 2 times to make sure everything was done as it is. I have a problem in the visualization final step. For some reason the water does not show particles as you have, its like space between them is so thin that it is not even possible to notice the particles. Is there a way to dacrease the particles size? I can send you and picture if you could help me :)
