ENG2194
Mechanical
- Sep 12, 2019
- 45
Looking through B31.3 all the examples in APP.S seem to allow you to run the various load cases under the operating conditions and compare the results to allowable stresses at the operating temperature. However the over pressure protection section only requires you set your relief pressure at the design pressure, and there doesn't seem to be a section providing defining the value for your operating condition used in the flex analysis.
Theoretically i could have a system that standardly operates at 500 psi but could see spikes up to 1000 psi. I could then run my flex analysis at 500 psig with my design pressure and relief pressure set at 1000 psi. This would probably not turn out well if the system was at max stress due to the way its supported. I know it talks about occasional variation in pressure above the design pressure but not above the operating pressure.
This seems like an unsafe practice to be able to run stress calculations at a much lower pressure than the system could see. Am I missing any other protections from doing this in the code, or do they just expect common sense and good judgment from the design engineers?
Theoretically i could have a system that standardly operates at 500 psi but could see spikes up to 1000 psi. I could then run my flex analysis at 500 psig with my design pressure and relief pressure set at 1000 psi. This would probably not turn out well if the system was at max stress due to the way its supported. I know it talks about occasional variation in pressure above the design pressure but not above the operating pressure.
This seems like an unsafe practice to be able to run stress calculations at a much lower pressure than the system could see. Am I missing any other protections from doing this in the code, or do they just expect common sense and good judgment from the design engineers?