Sorry guys. I've been out of the office all day. Since this is something still in design phase, I'm afraid of sharing "too much," so I would be unable to upload detailed sketches, measurements, etc. Bu
Gump....No, I am not using a rosette. I will have to get back to you on your other questions...
ishvaag,
Something I failed to mention is that a test mechanism was created to remove deflection from the equation, and our numbers were fine, so I need to determine what kind of fatigue life these welds will have when adding the tubing's deflection to the dynamic.
Mike,
Yes they did! Which is why I have trouble accepting the readings of those TWO gages. Their readings give numbers WAY passed yield, but they return to zero which leads me to believe no yielding has occurred.
Mike,
I can see how that statement can come off that way, but I only said that because we ran some test in exaggerated scenarios, and all the strain gages gave us passing numbers except for the 2 gages that had weld-to-tubing installation that was in line with the deflection. Those 2 gages...
Mike,
1st: Where do I claim to have designed anything? I'm pretty sure all I said is that I am testing it.
2nd: I am fresh out of school & 2 months into my job & in my limited experience with weld analysis, I never encountered a scenario like this.
3rd: I thought this was a site where you can...
How can I determine the life of a weld that is welded in the middle of a deflecting surface? All I have been able to find is cantilever examples. I am needing to test the welds of en eyelet that is welded in the middle of the bottom side of a 20 foot piece of large tubing. The eyelet is going to...