simon291
Civil/Environmental
- Jul 1, 2013
- 7
Hello All,
I build a plate model with pin supports at two ends. The pin supports are simulated by rigid constrains to the reference points. I am trying to calculate the stress distribution when the pressure is applied on the top of the plate, the result is hard to converge. I think this should be very simple case, there must be something wrong with the model.
Could anyone help me check with the model. I put the INP file in the attachment.
Thanks a lot!
I build a plate model with pin supports at two ends. The pin supports are simulated by rigid constrains to the reference points. I am trying to calculate the stress distribution when the pressure is applied on the top of the plate, the result is hard to converge. I think this should be very simple case, there must be something wrong with the model.
Could anyone help me check with the model. I put the INP file in the attachment.
Thanks a lot!