Recent content by QustFelix

I have done this in ANSYS. There is no problem. A single 2D simplification will have too big error accoding to my experience.

Hello everyone, I am calculation welding structure using fea method and evaluating the welding seam strength according to DVS 1612. Some part of our structure are not through welded while the DVS 1612 is only valid for through welded structure (I am not sure about this). DVS is based on...

Hello everyone, I am calculation welding structure using fea method and evaluating the welding seam strength according to DVS 1612. Some part of our structure are not through welded while the DVS 1612 is only valid for through welded structure (I am not sure about this). DVS is based on...

Thanks for all your suggestion. Maybe I could find a nonlinear example from abaqus's tutorial and analyze it in ansys and compare the result to see which is more reliable. May be rubber with contact is a good example.

Hi all, We already have a ANSYS Mechanical license. And I am currently using ansys to do analysis works. But I am still evaluating abaqus as a alternative. I have heard a lot that abaqus is better that ansys on so called nonlinear problems and easier to get convergence. But I have never got a...