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Hello friends, Could you please help me out with this problem. I want to model a beam that axial load apply to the beam constantly. And also apply vertical displacement at the end of the beam cyclically. I defined the cyclic displacement in Table parameter with time in primary variable and also...

Hello friends, I have a question and I will so appreciate if you can help me to figure it out. I want to define material by defining stress-strain curve for ASTM992. In some finite element program I saw they used bilinear stress strain curve which strain hardening is 0.02E. but according to...

Hello, I have a problem in my model in Ansys.I modeled an I beam using shell element and apply the boundary conditions at the line, it analyzed, but when I apply the boundary conditions in nodes instead of lines the program exits automatically. I dont know what is the problem. it should be no...

Also, I used shell elements to model the I beam.

Hello, I have a problem in my model in Ansys.I modeled a I beam and apply the boundary conditions at the line, it analyzed, but when I apply the boundary conditions in nodes instead of lines the program exits automatically. I dont know what is the problem. it should be no difference to apply...