Aeroupm
New member
- Mar 28, 2019
- 2
Hello!
I am with a project of modeling with Nastran-Patran a traction test of an holed plate made of Inox 316L. I have modeling the plate with a 2D plate with thickness and I would like to know about the solution that I have to give to it. I have read the best one for the no lineal zone is the sol400, but I have no idea how to modelize it and what are the boundary conditions (attach photos).
And I donnot until when does this solution works, because it will start to break in a point. I have an increasing law of forze, and the dates of the real tensile test and when it breaks. What I want to do is to compare with the Nastran solution
Thankyou in advance![[bowright]](/data/assets/smilies/bowright.gif "[bowright] [bowright]")
I am with a project of modeling with Nastran-Patran a traction test of an holed plate made of Inox 316L. I have modeling the plate with a 2D plate with thickness and I would like to know about the solution that I have to give to it. I have read the best one for the no lineal zone is the sol400, but I have no idea how to modelize it and what are the boundary conditions (attach photos).
And I donnot until when does this solution works, because it will start to break in a point. I have an increasing law of forze, and the dates of the real tensile test and when it breaks. What I want to do is to compare with the Nastran solution
Thankyou in advance