Abaqus - isotropic material definition problem with engineering constants
Hi,
I am using a steady-state dynamic analysis procedure to model harmonic loading of a structure. I am investigating different material definitions. When I applied transversely isotropic stiffness using engineering constants, I saw a much different response than expected. So, as a test, I compared the following two models which gave DIFFERENT results:
1) Simple cylinder with linear elastic, isotropic material properties (E, v), structural damping (0.05) and density of water.