Hi,
I've got a simple mid-surface geometry of excavator bucket. I applied load a boundary conditions. For my first approach I used linear plate elements (CQUAD4) so I see if my model is right. But when I used parabolic quad elements (CQUAD8) for better results I've got an error (FATAL MESSAGE...
Hi,
I'm new in Femap with NX Nastran. I did a lot of examples and my own comparison. Now I'm interesting in Nonlinear analysis. I went through many examples in Femap, Youtube, I read some info in Nastran Guide book.
My question is:
Can I use in Nonlinear Static Analysis load function, e.g...