ShadowWarrior
Civil/Environmental
- Aug 21, 2006
- 171
How do I introduce geometric imperfections in the form of slight deflections in the transverse direction to the truss axis? -
I tried the conventional method of doing Buckling analysis and extract first 10 Eigen-modes. Later, using *IMPERFECTION keyword in the final analysis with the 10 Eigen-modes scaled to introduce surface imperfection. But the resultant imperfection is not in the transverse direction to the truss axis.
I tried the conventional method of doing Buckling analysis and extract first 10 Eigen-modes. Later, using *IMPERFECTION keyword in the final analysis with the 10 Eigen-modes scaled to introduce surface imperfection. But the resultant imperfection is not in the transverse direction to the truss axis.