I need to model a contact between steel plate and concrete with a several nodes connected via constraint equations (CE picture) but i'm a warning message

> WARNING : INVALID INDEPENDENT DOF OF EQUATION CONSTRAINT AT NODE

and the results are as i expect, i've expected some kinf of buckling between CE nodes but not higly distorted elements

what is the reason for this warning message?

what is a difference between Explicit and Weighted Displacement?

what is a wieght in CE for?

what does MPC relation at node is overlapped?

More Laith Zeyd-Kilani's questions See All
Similar questions and discussions