hockchong
Mechanical
- Dec 9, 2002
- 29
Dear All,
I have a situation here were my design is more than 3275 psig and the client insist on Div. 1. According to U-1(d) additional stress analysis shall be carried out. Besides FEA, can anyone here advised me what type of stress analysis shall I perform? BTW, my vessel is a code stamp vessel and I try to avoid using FEA.
I have a situation here were my design is more than 3275 psig and the client insist on Div. 1. According to U-1(d) additional stress analysis shall be carried out. Besides FEA, can anyone here advised me what type of stress analysis shall I perform? BTW, my vessel is a code stamp vessel and I try to avoid using FEA.