ThomasH
Structural
- Feb 6, 2003
- 1,192
Hello
I have a question regarding someting that bugs me.
I am designing a moving floor, basically a loading arrangement. I have a fixed part of the floor and the moving part of the floor rotates around the connection to the fixed floor. The moving floor can be flat but is more often an inclined ramp.
The floor structures are typical beam systems and the connection consists on two plates on the fixed side and one plate on the moving side. The moving plate fits between the plates on the fixed side. And then there is a circular axle connection that makes rotation (movement) possible.
And this is what bugs me because I can't find a simple formula that gives med the contact pressure between the axle and the plates with holes. This must have been done millions of times before FEA
. I could do an analysis with contact etcetera but I still would like to check it and I have no means of doing that except hand calculation and assumptions.
Does anybody have a link to some useful information? It would be appreciated.
I have treated the axle as a circular beam. I don't know if that is oversimplifying.
Best regards
Thomas
I have a question regarding someting that bugs me.
I am designing a moving floor, basically a loading arrangement. I have a fixed part of the floor and the moving part of the floor rotates around the connection to the fixed floor. The moving floor can be flat but is more often an inclined ramp.
The floor structures are typical beam systems and the connection consists on two plates on the fixed side and one plate on the moving side. The moving plate fits between the plates on the fixed side. And then there is a circular axle connection that makes rotation (movement) possible.
And this is what bugs me because I can't find a simple formula that gives med the contact pressure between the axle and the plates with holes. This must have been done millions of times before FEA
![[smile] [smile] [smile]](/data/assets/smilies/smile.gif)
Does anybody have a link to some useful information? It would be appreciated.
I have treated the axle as a circular beam. I don't know if that is oversimplifying.
Best regards
Thomas