dlew
Structural
- Jul 31, 2001
- 171
I have to come with a plan to investigate the capacity of an existing welded steel pipe framing. The structural framing is exposed in a marine environment, and have spots that are starting to rust and pit.
My main concern are the welded connections (pipe-to-pipe, and pipe-to-gusset plates). We are planning to NDT all the welds that show signs of corrosion, and my question is: What type of NDT should I use, and why?
Magnetic particle and colorant dying would test only the top 1/4" or so of the weld.
Ultrasonic and X-ray testing could be difficult in some places because of the framing geometry.
TIA
AEF
My main concern are the welded connections (pipe-to-pipe, and pipe-to-gusset plates). We are planning to NDT all the welds that show signs of corrosion, and my question is: What type of NDT should I use, and why?
Magnetic particle and colorant dying would test only the top 1/4" or so of the weld.
Ultrasonic and X-ray testing could be difficult in some places because of the framing geometry.
TIA
AEF