dwarf12
Structural
- Jul 12, 2010
- 11
In Abaqus there is a way to define Material properties. For example a plastic material with specific yield point. This yield stress is from tensile tests (uniaxial).
My question is how does the program solve a triaxial stress state with this uniaxial parameter. I think it uses comparision stresses like 'von Mises' or 'Tresca' or something totally diefferent? Is there a way to choose which comparison stresses are used?
My question is how does the program solve a triaxial stress state with this uniaxial parameter. I think it uses comparision stresses like 'von Mises' or 'Tresca' or something totally diefferent? Is there a way to choose which comparison stresses are used?