How to calculate Shear Flow distribution through an Annulus

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Discussion Overview

The discussion revolves around calculating the shear flow distribution through an open cross-section of an annulus, specifically in the context of a homework problem involving a uniform thickness and an applied force. The focus is on theoretical and mathematical approaches to solve the problem.

Discussion Character

  • Homework-related, Mathematical reasoning, Technical explanation

Main Points Raised

  • One participant presents a homework statement detailing the shear flow equation and the parameters involved, including the second moment of area and applied forces.
  • Another participant suggests treating the annulus as having a small thickness relative to its radius and proposes splitting it into differential elements to develop an expression for shear flow.
  • A participant expresses a sense of uncertainty about the approach and indicates a willingness to attempt the problem further.
  • One participant requests reference material to aid in understanding the topic better.

Areas of Agreement / Disagreement

Participants do not appear to reach a consensus on the best approach to calculate shear flow in the annulus, and multiple viewpoints on how to tackle the problem are present.

Contextual Notes

The discussion includes assumptions about the thickness of the material and its relationship to the radius, as well as the need for further development of expressions for shear flow around the annulus.

Who May Find This Useful

Students and professionals interested in structural engineering, mechanics of materials, and shear flow calculations may find this discussion relevant.

spggodd
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Homework Statement



My problem is how to calculate the Shear Flow Distribution through this open cross-section.
The section has a uniform thickness of 2mm and all other dimensions are on the attached picture.

There is also a 100 kN downwards force applied.

Homework Equations



q(s) = q(s0) = {(IxxVx(z) - IyxVx(z)) / (IyyIxx - Ixy2)} ∫s0tx*ds - {(IyyVy(z) - IyxVx(z)) / (IyyIxx - Iyx2)} ∫s0ty*ds

Where the:
I terms are the second moment of areas.
V terms relate to the applied force.
t is the thickness
y is the distance to the overall centroid of the part from the centroid of the sub-section under consideration.
ds is the distance along the sub-section.

For the rectangular sections 1 - 4 I have simplified the equation to:

q(s)=q(s0)-(Vy(z)/Ixx)∫s0ty*ds

The Attempt at a Solution



I have calculated the Second Moment of Area (500.172x10-6) m4
I have calculated all the shears flows up until point 4 on the diagram.
To the left of point 4 is a small rectangular area which I have chosen to neglect, therefore I am concentrating on the Shear Flow around a the remaining quarter annulus which will bring me back to the x-axis.

At point 4 I believe the initial shear stress = 90.168 N/mm based on my workings through the rest of the cross-section up to this point.

I am now stuck at the annulus and I can't seem to find anything in books or my course notes etc..


Thank you for your time.
Steve
 

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In the annulus, you'll have to squint at the diagram and pretend the thickness of the material is small w.r.t. the radius. You can split the annulus into differential elements where dA = t dθ. You'll have to develop an expression for Q as you go around the annulus, but the shear flow q = VQ/I
 
Aw man, I had a feeling it was going to be something like that.

Ok I will have a crack at it tomorrow.

Thanks for your help!
 
Could you offer a link to an reference material?
 

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