Trainguy:
Where and what are you welding? Except for some repair welding aren’t std. side frames and bolsters cast in one piece these days. I agree with Metengr we would have to know more about the what and where and the stresses in the region of the welds to have much of a meaningful discussion. I would be more concerned about welds in tension regions of the member than any welds in compression or simple shear. Why don’t you ask this same question of your truck suppliers, or any other casting suppliers for that matter? They are doing this every day, and they are guaranteeing their product under a pretty severe environment, so they sure ought to know. Also, for the most part, the welding they do is at the same detail, on the same component, thousands of times per year, and usually in a less sensitive area on the component. I don’t know this for a fact, but some castings may be too rough on the surface to get good coupling when using UT inspection methods. I can’t recall that I every used UT on a sand casting. Welding of wear components sometimes does crack, due to the hardness of the wear plate material, etc. This is generally not to serious as long as the cracked weld holds the wear piece captive in service. The only thing I remember a lot of welding on was span bolsters and other very large castings which couldn’t be cast in one piece. However, I have designed and fabricated some components to be used in place of castings.