Stresses in the bending of a thin walled cylinder

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SUMMARY

The discussion focuses on calculating the stress in the bending of a thin-walled cylinder about its neutral axis, specifically seeking an expression for the load per unit circumference at the outer fibers. The maximum stress is defined by the formula σ = My/I, where M is the moment, y is the distance from the neutral axis, and I is the moment of inertia. The required force for bending depends on whether the bend is temporary (elastic) or permanent (plastic), and geometry and trigonometry are necessary to derive the stress at any point along the circumference.

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  • Understanding of bending stress in materials
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  • Basic knowledge of geometry and trigonometry
  • Concept of neutral axis in beam theory
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I am looking into the bending of a thin walled cylinder about it's neutral axis. Should be simple enough, it is just Mr/I. However, that is the maximum stress at the outer fibers of the cylinder and I want to find an approximate expression for the load per unit circumference on a small element at the outer fibers of the cylinder. Anyone have a solution for this? A member of a team where I used to work had a solution, but I forgot it.

Thanks in advance for your help!
 
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The force required will depend on the degree of bending, and on how you hold or apply the force to the thin walled tube. Do you want a temporary elastic bend, or will you make a permanent plastic bend?
 
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For uniaxial bending, the stress at any point along the outside fibers of the circumference is My/I, where y is the perpendicular distance from the Neutral Axis to the point of interest. You’ll have to use a little geometry/ trig to solve
it in terms of a general point along the circumference, or the central angle from the center of the tube to that point.
 

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