Watermelon
Structural
- Nov 29, 2002
- 98
Hello all.
For background please see weld puzzler thread.
Much has been written on the effects of dynamic loads on various welded configurations. It seems the configuration for my problem is the worst type when it comes to fatigue capacity. (A fillet weld across a bending member.)
Also, intermittent fillet welds are prohibited for most applications where stress reversal is involved. THere are situations where intermittent is okay, but if there's no real good reason to use intermittent welds, then why not weld solid?
Initially the finger was pointed at the welds because that's where the cracks were. We cut out a piece of the crack and found the surface to be smooth as glass. This is a classic indicator for a fatigue failure. Once the smooth crack has propagated too far, the material snaps leaving the remainder of the crack with a rough face.
So I recommended the weld be made larger, continuous with a minimum preheat of 225 F. And then they decided to fix it their way.
Life....
All the best.
For background please see weld puzzler thread.
Much has been written on the effects of dynamic loads on various welded configurations. It seems the configuration for my problem is the worst type when it comes to fatigue capacity. (A fillet weld across a bending member.)
Also, intermittent fillet welds are prohibited for most applications where stress reversal is involved. THere are situations where intermittent is okay, but if there's no real good reason to use intermittent welds, then why not weld solid?
Initially the finger was pointed at the welds because that's where the cracks were. We cut out a piece of the crack and found the surface to be smooth as glass. This is a classic indicator for a fatigue failure. Once the smooth crack has propagated too far, the material snaps leaving the remainder of the crack with a rough face.
So I recommended the weld be made larger, continuous with a minimum preheat of 225 F. And then they decided to fix it their way.
Life....
All the best.