Sparky4598
Mechanical
- May 4, 2024
- 18
I am working on a guard design that needs a tubular steel section about 24" inside diameter and 36" long. I am wanting to make the tube section 1-1/2" thick, but no standard pipe or tube suppliers that I can find appears to be close to that.
My next thought was to make it out of laminated steel rolled plates. Say 2pc @ 3/4" thick or 3pc @ 1/2" thick so it is easier to fabricate. My concern is impact strength though. Should I expect the laminated configuration to have similar strength to a solid section or would it be drastically (say more than 30%) different?
Is this something that would likely be considered extremely difficult to model with FEA?
Any other thoughts or suggestions as to fabrication options?
The guard is a safety device to protect workers in the vicinity should the shaft coupling inside catastrophically fail.
Thanks for your time!
My next thought was to make it out of laminated steel rolled plates. Say 2pc @ 3/4" thick or 3pc @ 1/2" thick so it is easier to fabricate. My concern is impact strength though. Should I expect the laminated configuration to have similar strength to a solid section or would it be drastically (say more than 30%) different?
Is this something that would likely be considered extremely difficult to model with FEA?
Any other thoughts or suggestions as to fabrication options?
The guard is a safety device to protect workers in the vicinity should the shaft coupling inside catastrophically fail.
Thanks for your time!