Hi!
I'm here with another question, and I would be very glad if someone has helped. Is there a way, how to define constraint with limits? For example, I'd like to define that this node can move only by 2 millimeters, no more.
Thanks for any reply.
Hi,
I have another thing, I want to ask. Is there a way, how to solve an axisymmetric job, with bilinear material? I tried, but without success. First I solved axisymmetric job normally, as linear static, and the results look fine. Then I defined material as nonlinera (Elasto-plastic, BI-linear)...
Hi everyone,
I'm here, with another question. In this video (in 12:40):
http://www.youtube.com/watch?v=FlF6mCO8lYw
I have saw, that is possible to see how much elements will be, or it is on an edges. Not just points, but a number. Can anyone explain to me how I can achieve this? It's realy...
Hi,
I would like to ask you guys a simply question. I have a model containing shell elements and solid elements. Is there a way, how to view results in both parts in same time? I am using FEMAP ofcourse.
I wolud be grateful for any answer, thanks.
