frztrb
Mechanical
- Sep 29, 2010
- 151
Hi all
could somone please advice me , which is better for doing a buckling analysis on an anisotropic material while ther is gonna be some optimization done , not the conventional optimizations defined in optistruct but a user defined code
could somone please advice me , which is better for doing a buckling analysis on an anisotropic material while ther is gonna be some optimization done , not the conventional optimizations defined in optistruct but a user defined code