Mm.Kaiser
Mechanical
- Nov 1, 2011
- 45
Dear members,
I use Ansys for Elastic analysis of a part according to ASME VIII-2 Part5 and i have 2 questions:
1- Should i turn of "Nonlinear effects" in Geometry material properties or it automatically use linear analysis if we didn't assign a nonlinear properties (such as Tangent modulus) to the material's specification?
2- As you know, CONTACTS convert our analysis to nonlinear. Is there any problem to use contacts in Elastic Analysis and make Stress linearization according to part5?
Thanks.
I use Ansys for Elastic analysis of a part according to ASME VIII-2 Part5 and i have 2 questions:
1- Should i turn of "Nonlinear effects" in Geometry material properties or it automatically use linear analysis if we didn't assign a nonlinear properties (such as Tangent modulus) to the material's specification?
2- As you know, CONTACTS convert our analysis to nonlinear. Is there any problem to use contacts in Elastic Analysis and make Stress linearization according to part5?
Thanks.