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Massive Hit
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During our last match on Friday at championship we had a slight problem with our bumper brackets.
We also bumped in to pink team (233) during the same match. Notice the corner of the frame. |
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At Hub City we had a pretty fun collision with 16 :rolleyes: . You can see the numerous places our frame split. We Covered the whole thing in tin foil and had it rewelded (This time without the faces being ground off). No issues.
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Re: Massive Hit
In MAR, we seem to take a lot of hard hits, much harder than we experienced at Worlds, for sure. When I removed our bumpers after Bridgewater, we had dented diamond plate on the front of our robot. CRAZY. MAR is so aggressive and defensive, where Worlds was about scoring, scoring, scoring...In MAR sometimes I think people enjoy just smashing into each other at full speed, where at Worlds, they were avoiding each other so they could rush to the end of the field and score.
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We too had a big collision with 16 at Hub City... They must have earned something with that world championship of theirs from last year... Their climber stuck out a little bit, and when we hit them, we got a bit under them, and they bent our frame, and we suspected to bend their climber... Successive times after that they couldn't climb... Was a big hit and bent our entire chassis out of whack. The C-channel in front was bent in and then pushed out, and the rest of the frame had shifted in different directions.
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Thank you for your concerns, and sorry about the broken frame. :o -JTN |
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Who'd you have weld it up that didn't know that basic rule of welding, anyways? |
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Huh. My browser loads the first picture sideways. I've never seen that happen before.
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The kids managed to drive an entire match without noticing, and we're pretty sure 16 hit us on our exposed face with those huge claw things they had at the time. A full speed collision with something like that would probably cause a lot of frames some grief. |
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The problem with welding thin items like this is that full penetration welds can easily become full-blow through holes. It does look like no weld-prep was done, but if you don't call for any you won't get any. The other factor is to look at the teensy weld section you'd end up with.
A better approach is to bevel, weld, grind flush, and then put a doubler plate over the joint and a fillet weld around the doubler, which will end up with about 10 times the shear area you have there. It's hard to see how the inverted-V is to fit in, but it also has very little to work with. |
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A flush weld with the proper relief bevel and penetration would have been fine (it was 1/8" wall 1x2 6061 tubing). Had the welds not been ground flush it also would have been fine (as was the case for the NASA repair welds on one side only that lasted another regional and the championships). We told our sponsor NOT to grind these welds but after they were smooth and sexy the welder assured us that there was plenty of penetration. Lesson learned... we should have sent it back.
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