Find the location of the shear center of this shape

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SUMMARY

The discussion focuses on determining the location of the shear center for a thin-walled open cross-section with constant thickness. The user employs polar coordinates to compute the moment about the center of the cross-section, utilizing the relationship ΣMo=Vz*e and integrating to find Qy and Iyy. The analysis reveals that the shear center lies along the axis of symmetry, with the user concluding that there is only one axis of symmetry due to the open nature of the cross-section. The shear stresses vary with the angle θ, being zero at θ=0 and θ=2π, and maximum at θ=π.

PREREQUISITES
  • Understanding of shear center concepts in structural engineering
  • Familiarity with polar coordinates and integration techniques
  • Knowledge of shear stress distribution in cross-sections
  • Experience with calculating moments of inertia, specifically Iyy
NEXT STEPS
  • Study the calculation of shear centers for various cross-sectional shapes
  • Learn about the implications of multiple axes of symmetry on shear center location
  • Explore the behavior of shear stresses in open cross-sections
  • Investigate the application of polar coordinates in structural analysis
USEFUL FOR

Structural engineers, mechanical engineers, and students studying mechanics of materials who are focused on analyzing shear centers and stress distributions in thin-walled structures.

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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=\intzdA=\int\int(r*sinθ*r*dr*dθ)=-cosθ*R2t (since t2<<R)

Iyy=πR3t (since t2<<R)



ΣMo=\int\int\frac{Vz*Qy}{Iyy*t}*da*R=\frac{Vz}{π*t}*\int\int-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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