samuelecorsi
Structural
- Mar 13, 2007
- 6
hi!
i've got some problem with contact manager to create contact elements.
i'm studying a simple T-stub connected to a rigid support with bolts.
in the bolt zone, I made contact elements.
in linear analysis, ansys converges!
when i choose a non linear geometric analysis solution, ansys doesn't converge because contact elements doesn't work.
Do you know if non linear analys presents some different parameteres to setting in contact manager?
thanks a lot!
have a nice day
ps. sorry for my english
i've got some problem with contact manager to create contact elements.
i'm studying a simple T-stub connected to a rigid support with bolts.
in the bolt zone, I made contact elements.
in linear analysis, ansys converges!
when i choose a non linear geometric analysis solution, ansys doesn't converge because contact elements doesn't work.
Do you know if non linear analys presents some different parameteres to setting in contact manager?
thanks a lot!
have a nice day
ps. sorry for my english