How to define RHS in UEL for a static analysis?
Hi every one!
I'm working on developing a shell element to be implemented in ABAQUS through UEL.
It's going through a static analysis. and as you may know for static analysis, ABAQUS just needs AMATRX and RHS to be defined via UEL. It must be mentioned that the stiffness matrix is changing at each time increment. The force that has been applied, is a concentrated force and a function of time.
I've defined the RHS as:
RHS=-[K]*{U}
where [K] is the stiffness (AMATRX) matrix and {u} is the displacement vector at each time increment.