Why is that load controlled and displacement controlled boundary conditions give different results for same meshing and boundary restraints ? I specify time at the end of load step as 1 and no of steps as 1/800 (i.e.) 800 substeps, 1/3200(as min substep) and 1/50 (as maximum substep).
I am working in ANSYS APDL.
Any relevant tutorials or research supplement is also welcome.