MikaelaD
Mechanical
- May 28, 2020
- 4
Hello,
We have a horizontal vessel that exceeded out-of-roundness tolerance of ASME VIII-1 Code after PWHT. The vessel became oval in shape along its length. Deformation is between the support saddles with largest deformation in the middle of the vessel and diminishes are you go out further from the middle towards the saddles. Vessel is 22'-0" ID x 100'-0" Tan/Tan made of 2.25" thick SA-516-70. Design pressure is 300 psig @ 150°F. Vessel fabricator's repair plan is to jack the vessel back to shape. The vessel shell will be plastically deformed and there are no plans for heat treatment. Fabricator claims the forming strain will be small and will not exceed the 5% extreme fiber elongation limit specified in the Code.
Vessel fabricator assumes the vessel shell, including the circumferential and longitudinal welds, will be plastically deformed. Welds are stronger than base metal so my concern is the welds will just undergo elastic deformation. The welds will try to spring back to original shape so there will be remaining stresses in the vessel, Without heat treatment, the vessel will retain the stresses throughout its design life. In this case, what are the risks of vessel failing? What are the damage mechanism at the welds and HAZ?
We have a horizontal vessel that exceeded out-of-roundness tolerance of ASME VIII-1 Code after PWHT. The vessel became oval in shape along its length. Deformation is between the support saddles with largest deformation in the middle of the vessel and diminishes are you go out further from the middle towards the saddles. Vessel is 22'-0" ID x 100'-0" Tan/Tan made of 2.25" thick SA-516-70. Design pressure is 300 psig @ 150°F. Vessel fabricator's repair plan is to jack the vessel back to shape. The vessel shell will be plastically deformed and there are no plans for heat treatment. Fabricator claims the forming strain will be small and will not exceed the 5% extreme fiber elongation limit specified in the Code.
Vessel fabricator assumes the vessel shell, including the circumferential and longitudinal welds, will be plastically deformed. Welds are stronger than base metal so my concern is the welds will just undergo elastic deformation. The welds will try to spring back to original shape so there will be remaining stresses in the vessel, Without heat treatment, the vessel will retain the stresses throughout its design life. In this case, what are the risks of vessel failing? What are the damage mechanism at the welds and HAZ?