myengeje
Geotechnical
- Jul 18, 2016
- 1
Hi, I am modeling of 2D plain strain model of soil under base excitation in bottom of model, 2 step defined and infinite element created in inp file and then imported. geostatic step completely finished (stress in finite element and infinite element is ok ) but second step (dynamic implicit) is not converge.
Could you please help me solve this problem. inp text file attached.
thank you