apal21
Structural
- Apr 11, 2020
- 53
Hello,
Suppose I have calculated buckling eigenmodes for a part with shell (S4R) elements, which I want to use as a perturbation for a post-buckling analysis. Can I use these same eigenmodes (what you need are the .fil file and .prt file) if I re-construct the same part in 3d, say with C3D8R elements? Or vice versa, interchanging 2d and 3d.
Suppose I have calculated buckling eigenmodes for a part with shell (S4R) elements, which I want to use as a perturbation for a post-buckling analysis. Can I use these same eigenmodes (what you need are the .fil file and .prt file) if I re-construct the same part in 3d, say with C3D8R elements? Or vice versa, interchanging 2d and 3d.