Alpete1430
Mechanical
- May 19, 2016
- 18
Hi all,
Can anyone please guide me from Ansys point of view as to how can an Elastic-Plastic analysis be done in conformity to the procedures given in Section 5.3.3.
The Section talks about Elastic-Plastic analysis done for Protection against local failure.
How to extract the relevant parameters like (σ1, σ2 and σ3) in Ansys?
How to validate the structure for a local failure according to section 5.3.3.2. and how to derive the terms in Ansys mentioned in this section.
PS:
1. I'm referring to the latest 2017 edition
2. The shell thickness of the component I'm analyzing is having an r/t<4, so I've adopted Elastic-Plastic analysis methodology
Can anyone please guide me from Ansys point of view as to how can an Elastic-Plastic analysis be done in conformity to the procedures given in Section 5.3.3.
The Section talks about Elastic-Plastic analysis done for Protection against local failure.
How to extract the relevant parameters like (σ1, σ2 and σ3) in Ansys?
How to validate the structure for a local failure according to section 5.3.3.2. and how to derive the terms in Ansys mentioned in this section.
PS:
1. I'm referring to the latest 2017 edition
2. The shell thickness of the component I'm analyzing is having an r/t<4, so I've adopted Elastic-Plastic analysis methodology