Perfect thank you! In terms of Dynamic Implicit with and without quasi static applied is the main difference how the forces or displacements are applied within the step as well? So for instance with quasi-static if you have a load applied as a ramp function where the ramp time is equal to the...
When you say the inertia effects are introduced, under quasi-static are they primarily introduced just to stabilize? My understanding is if you have a problem that you can converge in static, general and run the same problem as dynamic, implicit quasi-static you will get the same results.
Or is...
Can someone help me to understand why in certain non-linear models the problem can be converged more easily using a dynamic, implicit quasi-static procedure rather than static, general?
