kcme2005
Mechanical
- Sep 8, 2005
- 16
I have a GTAW butt weld at the joint between two cylindrical SST peices (diameter approx 3/4"). Of 11 units tested, one failed a static pressure test with a crack forming in the weld. The location of the failure point is interesting to me as the crack is positioned immediately beyond the end point of the weld.
Our welders do have a slight "ramp up" and "ramp down" at both the beginning and end of the weld. My gut tells me that there simply was not enough overlap between the start location and stop location of the weld to get full penetration, and thus the weld was structurally weaker in that location.
My question for you all is this: Is there a standard distance that our welders should be overlapping from the start location to the stop location? 45°, 1 in, any known standard?
As always, any suggestion is greatly appreciated.
Our welders do have a slight "ramp up" and "ramp down" at both the beginning and end of the weld. My gut tells me that there simply was not enough overlap between the start location and stop location of the weld to get full penetration, and thus the weld was structurally weaker in that location.
My question for you all is this: Is there a standard distance that our welders should be overlapping from the start location to the stop location? 45°, 1 in, any known standard?
As always, any suggestion is greatly appreciated.