Find the location of the shear center of this shape

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Discussion Overview

The discussion revolves around determining the location of the shear center for a thin-walled open cross-section with a circular shape. Participants explore the implications of symmetry and shear stress distribution in this context.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant notes that the shear center must lie along the axis of symmetry and seeks to find the distance "e" from the center to the shear center using polar coordinates.
  • Another participant points out that there may be more than one axis of symmetry, questioning the implications for the shear center's position.
  • A subsequent reply suggests that if there were multiple axes of symmetry, the shear center would be at their intersection, but argues that in this case, there is only one axis due to the open nature of the shape.
  • One participant acknowledges missing the gap in the shape, which could affect the analysis.
  • Another participant references familiar cases, such as channel sections, and inquires about the variation of shear stresses with respect to the angle theta.
  • A later reply proposes that shear stresses might be zero at θ=0 and θ=2π, with a maximum at θ=π.

Areas of Agreement / Disagreement

Participants express differing views on the number of axes of symmetry present in the shape, leading to an unresolved discussion regarding the implications for the shear center's location.

Contextual Notes

There are limitations in the analysis, including the assumption of symmetry and the potential impact of the open section on shear stress distribution, which remains unresolved.

Dell
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the open cross section shown is thin walled with a constant thickness.
find the location of the shear center
Capture.JPG


i have solved this sort of question but never for a circular cross section, at first i thought it should be the same just using polar coordinates instead of Cartesian coordinates

i know that when the force is applied at the shear center, the moment e*V is equal to the moment of the stresses

since i have one axis of symmetry (y) i know that the shear center must be on this line, now all that's left is to find the distance "e" from the center of the shape to the shear center

computing the moment about the center of the cross section

ΣMo=Vz*e

Qy=[tex]\int[/tex]zdA=[tex]\int[/tex][tex]\int[/tex](r*sinθ*r*dr*dθ)=-cosθ*R2t (since t2<<R)

Iyy=πR3t (since t2<<R)



ΣMo=[tex]\int[/tex][tex]\int[/tex][tex]\frac{Vz*Qy}{Iyy*t}[/tex]*da*R=[tex]\frac{Vz}{π*t}[/tex]*[tex]\int[/tex][tex]\int[/tex]-cosθ*r*dr*dθ

this integration gives me 0
 
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There's more than one axis of symmetry. How many are there? What is the implication for the position of the shear centre?
 
had there been more than one axis of symmetry the shear center would be the point where they meet, in this case since the shape is open at the right hand side, i do not see more that the one axis of symmetry
 
Sorry. I missed the gap.
 
You are probably familiar with cases such as a channel section with linearly varying shear stresses. How do you think the shear stresses might vary with theta?
 
i would say 0 at θ=0, θ=2pi, and maximum at θ=pi,
 

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