WTF Front Brakes?!?

fatigue curves of different parent materials and different BSI weld classifications developed by Caterpillar over the last 60 years that I used over the 8+ years I did fatigue analysis on buckets, motograder frames, and other components for them. Tensile strength, with a single static load, yes, a proper weld is stronger than parent material. A well done, fully ground and polished class A weld, fatigue strength is nearly the same as parent material....lesser classifications (say a class C with a cold stop & start at the end) will be significantly lower in weld life. back side looks decent, front looks like somewhere between a B & C, with a big booger of weld that will create a stress riser. also,if doing something like this, you would not want to weld right where the cross section transitions from fairly large to very small (right where the weld is), as that's a geometric stress concentrator, I'd want to see it maybe an inch or so down the leg in the more constant cross section area....

and yes, for fatigue analysis, welds are most definitely modeled with different properties to estimate life.

Ok, so you're building in your grading of those particular welds to come anywhere near "orders of magnitude". That's not a general statement about the fatigue strength of welds then, which is what it sounded like.

I appreciate you have experience in this, and it sounds like a lot more specific practical experience than I do, and that was why I asked about your sources. But I'm sure you know then that grading a weld via a low resolution picture on the internet isn't a good idea . We don't know the welding procedure used or the filler material, we can't even see the entire length of the weld, the whole thing is painted, etc.

I still stand by my statement, done CORRECTLY those UCA's could easily be strong enough to run without concern. I agree that the location they were sectioned is not ideal. But I don't think we can know enough about those welds to say they're "orders of magnitude" weaker without knowing a lot more about that particular weld itself, some of which we just can't know (like the filler material), and some of which we can't make good assumptions on based a few pictures.

And ultimately I think we agree on replacing them, I would just because it would probably cost more money and effort to figure out enough about them to determine their strength accurately than it would cost to just replace them.