timtianchen
Structural
- Oct 27, 2013
- 6
In Workbench I ran a static structural, and a linear buckling analysis on a cylinder (meshed 2-D surface), and the results look fine.
Then I linked the solution of the linear buckling analysis to a mechanical APDL component, and added a custom input file.
The problem is I get an error (The solver failed with a non-zero exit code of: 15) regardless of what the input file contains. Even if it is completely empty.
I intend to run UPGEOM (of the first modal shape) but I haven't gotten there yet.
Any help would be great!
Thanks!
Tim
Then I linked the solution of the linear buckling analysis to a mechanical APDL component, and added a custom input file.
The problem is I get an error (The solver failed with a non-zero exit code of: 15) regardless of what the input file contains. Even if it is completely empty.
I intend to run UPGEOM (of the first modal shape) but I haven't gotten there yet.
Any help would be great!
Thanks!
Tim
