Circular Plate with eccentric hole

Click For Summary

Discussion Overview

The discussion centers on determining the maximum moment of a uniformly loaded circular plate with an eccentric circular hole. The plate is clamped at the outer edge and free at the inner edge. The goal is to find the minimum thickness of the plate to withstand pressure, using the small deflection assumption. Participants explore the challenges posed by the loss of axisymmetry due to the eccentric hole.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant seeks methods to calculate the maximum moment for a circular plate with an eccentric hole, noting the complexity introduced by the lack of axisymmetry.
  • Another participant references a website that provides information on classical cases of circular plates but acknowledges that it does not cover the eccentric hole scenario.
  • A participant suggests that finite element methods (FEM) might be necessary to analyze the situation but expresses a preference for finding an approximation with rigorous justification instead.

Areas of Agreement / Disagreement

Participants generally agree on the complexity of the problem due to the eccentric hole and the limitations of existing resources. However, there is no consensus on the best approach to take, as some suggest FEM while others seek alternative approximations.

Contextual Notes

The discussion highlights the limitations of existing studies that focus on axisymmetric cases and the challenges of applying them to the eccentric hole scenario. There is also an acknowledgment of the need for rigorous justification in any proposed approximations.

ursus
Messages
3
Reaction score
0
Hi everybody,
I'm looking for a way to determine the maximum moment of a uniformly loaded circular plate (diameter = 10") with eccentric circular hole (diameter = 4"). The plate is clamped at outer edge and free at inner edge. The ultimate objectif is to determine the minimum thickness of the circular plate in order to withstand the pressure, that's why I take the small deflection assumption.

I've been looking for existing studies but all I get are the two classic cases with solid circular plate or annular circular plate.

The major difficulty in this problem is that by making the hole eccentric, we loose the axisymetry which may simplify a lot calculations

If anyone is interested in this topic or has any more information , I'd be glad to to discuss more about it.
 
Engineering news on Phys.org
Vadar2012 said:
So your situation isn't one of these?

http://www.roymech.co.uk/Useful_Tables/Mechanics/Plates.html

Hi Vadar2012, I've visited this website also during my research, but it concerns only the two classical cases I mentioned in my first post: the solid circular plate and the circular plate with a central hole, mine is a circular plate with ECCENTRIC hole which break the axisymetry hence difficult to calculate.

I assume that only a FEM may be able to handle this situation, which is not an option for me, so I'm looking for an approximation, with rigourous justification of course.

I'm still looking, keep me updated if anything new comes to your mind.

Thanks
 
I'm new on this website, I just realized that my previous reply wasn't a "reply", sorry.
 

Similar threads

  • · Replies 2 ·
Replies
2
Views
8K
Replies
10
Views
4K
Replies
1
Views
2K
  • · Replies 2 ·
Replies
2
Views
1K
  • · Replies 4 ·
Replies
4
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
3
Views
3K
  • · Replies 9 ·
Replies
9
Views
6K
Replies
6
Views
5K
Replies
1
Views
4K