BuckTU
Mechanical
- Mar 8, 2005
- 19
Hi Fellow engineers,
If you run a buckling analysis and you want to use the buckling mode. To introduce a small buckling perturbation. Where do you have to look at?
Eigenvalue and/or Eigenmodes? Is the (negative)frequency of any importance?
Thanks in advance.
If you run a buckling analysis and you want to use the buckling mode. To introduce a small buckling perturbation. Where do you have to look at?
Eigenvalue and/or Eigenmodes? Is the (negative)frequency of any importance?
Thanks in advance.