I would like to define a determined displacement for a body in the function of time (see attached picture). At the moment, only the fix value is active for the displacement.
If I remember well, in a Static Analysis you can't define a load history without nonlinear option such:
contacts,
nonlinear material,
large deformations.
In my opinion, within a static analysis speaking of the time dependence of load/displacements is deceptive because you don't see the"modal" response of the structure that requires a Dynamic Analysis (time or frequency).
In my experience, I've use SA with time dependence only with the ramp and a lot of measure points to obtain a better convergence of a non linear analysis as the three points above.