srijey
Mechanical
- Jul 24, 2002
- 46
I've read serious furore over the purpose of such pressure testing, calling or guessing it as strength, full stress, proof, integrity, load test, confidence, second NDE, simulation, mock-up and so on. My question is towards a paper submitted by a Japanese company in one of the Pressure Vessels and Piping Conferences. This paper claimed that hydrotest did not support: structural adequacy of transient loading condition, local yielding helping/blending (autofrettage)stress risers, increase (deformation) weld flaws, and couple of more 'supposed' merits of a hydro. I wonder what happens to such claims/ papers in ASME. No doubt, this age-old practice is very much supported by industries. When considering the exemptions available in codes such as for golden welds (100% RT), I do think that there is room for 'thinking' to change. I know it's very difficult to prove that - 'just because we did not perform a hydro, there was a failure'. My purpose of this post is to know what could go wrong if I don't perform a hydro where I'm supposed to do? When any NDE is performed, we come out with a report saying that there is no defect of this nature present in this area. We also agree that a hydro test is not a leak test. Now, it's the question time: After a hydrostatic testing, are we supposed to feel/say that this equipment is free of..........?