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?