1shan
Ansys Employee
nCould you try turning the Large deflection option (under solver controls) to ON and check if the error persists. Also check out this discussion /forum/discussion/7042/connection-between-shell-element-and-link-element. You could also try using a plane strain formulation in workbench. Please follow this discussion /forum/discussion/21217/2d-element-type-in-workbench.nRegards,nIshann