metengr,
Thanks for your comments. That means we can not reach a conclusion just based on the radial ridges, right? When I saw the radial ridges, I thought they may suggest fatigue related failure.
Guys, please take a look at the attached photos and help me answer the following questions.
Was the fracture caused by fatigue? Is it possible that the fracture is caused by stress corrosion cracking?
Thanks a lot.
I am selecting pipe materials for 50% Calcium Bromide and hydrogen bromide. Can any one with experience recommend the materials suitable for these service?
Thanks.
Thanks: METENGR, STRIDE6, and EdStainless
EdStainless:
If seal welds brass and CuNi can not be obtained, How to make the tube to tubesheet joint, Heavy expansion?
I need your advice on the filler metal selection for tube to tube sheet welding (GTAW Process):
Tubesheet: SB171-46400 (Naval Brass, 60Cu-40Zn)
Tube-1: SB111-44300 (Admiralty Brass, 70Cu-30Zn)
Tube-2: SB111-71500 (70Cu-30Ni)
(1): what filler metal should be used for SB111-44300 to SB171-46400...
Undergroud pipe is designed for the sulfuric acid drain system. The concentration of the sulfuric acid is unknown. What kind of material is suitable for this service? How about plastic like PVC or CPVC (Chlorinated PVC)? I worry about that the plastic pipe can not resist the underground...
How to determine the hydro test pressure of a dissimilar welded pipe system (carbon steel to 2.25Cr-1Mo).
According to ASME B31.3, the test preussre can be determined by Pt=1.5*P*St/S. Now we have two values for the hydro test. Which one we should use, the lower one or the higher one?
Thanks.