Hey,
thanks for the answers.
@FEA way, do you have perhaps some links to online docs or something where I could read more about them?
@rb1957, it is a good idea. Am I interpreting right, that the geometric stiffness matrix does something similar? And I am just wondering, that the procedure I...
Hey guys,
I'm new in FEM and stuck with the following problem (TLTR: question is if 2B is theoretically correct?, I am grateful for thoughts about the other ones (1 and 2A)):
I have a (geometric) non-linear 2D analysis (lets say a pulled rope) and I want to use TRUSS elements...
