EPAIII
Diamond
- Joined
- Nov 23, 2003
- Location
- Beaumont, TX, USA
I didn't want to hijack the other thread but a number of people have suggested there and in other situations here and on other boards that a bearing can be made to fit in a hole that has been bored a bit too large by knurling the inside surface. I can see how this would work, the knurling tool will raise the metal on the peaks by pushing it out of the valleys. But, then the bearing will be sitting on just those peaks.
To me, this seems like a completely jury rigged solution. First, there seems to be no way of controlling the actual area over which the radial load on the bearing will be resting. That raised metal at the peaks will be poorly controlled in the knurling process. Just how wide will they be? How can you know? Will they extend completely across a peak or will there just be two hair lines of raised metal on the edges of it? And then just how much will the bearing actually compressed or displace or shear off? What will the resulting area that actually supports the bearing be?
And, with use and some vibration or radial loads, won't those narrow ridges of metal tend to be pressed back down into the original surface? What prevents this?
Are there any engineering guidelines or calculations for this situation or is it just total seat of the pants engineering? Is there any way of prediction the performance of such an installation over a period of time? Or just try it and see if any trouble develops?
I guess I have always had some doubts about this procedure.
To me, this seems like a completely jury rigged solution. First, there seems to be no way of controlling the actual area over which the radial load on the bearing will be resting. That raised metal at the peaks will be poorly controlled in the knurling process. Just how wide will they be? How can you know? Will they extend completely across a peak or will there just be two hair lines of raised metal on the edges of it? And then just how much will the bearing actually compressed or displace or shear off? What will the resulting area that actually supports the bearing be?
And, with use and some vibration or radial loads, won't those narrow ridges of metal tend to be pressed back down into the original surface? What prevents this?
Are there any engineering guidelines or calculations for this situation or is it just total seat of the pants engineering? Is there any way of prediction the performance of such an installation over a period of time? Or just try it and see if any trouble develops?
I guess I have always had some doubts about this procedure.