Hello,
we have a small vessel which experiences high pressures upto 5500 Psi. Fluid is air at ambient conditions. Vessel shell is made of an 8 NPS SS Pipe with 23 mm thickness.
On both sides a flat head is attached via full penetration joint.
it has been found that no records for NDT exists.
My question is that if I rate this on div II or div 1. What sort of NDT is required to assess the health of corner joints? Can we carry out Hydrostatic testing at 1.5 times design pressure to ensure integrity of vessel without NDTs? Vessel has been under operation for about 7 years now.
Any help would be appreciated
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