superdupertrooper
Mechanical
- Nov 10, 2004
- 7
I have a problem with a weld cracking on a 303 stainless tank. At the base of the tank is 42 1/2" by 13 1/8". Along the longer edges of the tank there are 3/4" flanges that protrude from the base of the tank to the inside wall. Along the shorther edges, there are no flanges and it is welded from the outside and ground down.
We have had many reports of these tanks cracking in the field and leaking water, but as of now have only recieved one tank, and there is a clear crack, centered in the middle, along one of the 13 1/8" edges. The crack runs right along the weld material.
Statically the tank holds about 600 pounds of water, and the material thickness (14 Gauge) is sufficient to hold this weight without any sign of failure.
So the current conclusions are:
1. That it is a design issue. Being that the crack occured on the edge without a flange, there is poor weld pennetration in this thin material. (but we only have data frome one tank...)
2. It is a welding issue. Maybe there are some things that we could change in the process that would eliminate this problem (like welding the seam from inside the tank or not grinding the weld).
So what is everyone's take on this issue? Your input is greatly appricated.
We have had many reports of these tanks cracking in the field and leaking water, but as of now have only recieved one tank, and there is a clear crack, centered in the middle, along one of the 13 1/8" edges. The crack runs right along the weld material.
Statically the tank holds about 600 pounds of water, and the material thickness (14 Gauge) is sufficient to hold this weight without any sign of failure.
So the current conclusions are:
1. That it is a design issue. Being that the crack occured on the edge without a flange, there is poor weld pennetration in this thin material. (but we only have data frome one tank...)
2. It is a welding issue. Maybe there are some things that we could change in the process that would eliminate this problem (like welding the seam from inside the tank or not grinding the weld).
So what is everyone's take on this issue? Your input is greatly appricated.