Research Article
Oct 1963
Bending and Buckling of Thin-Walled Open-Section Rings
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 89, Issue 5
Abstract
The Wagner theory for the bending and buckling of straight bars of thin-walled open section is extended to circular curved bars and rings. The differential equations of equilibrium are determined by a summation of force components, whereas the natural boundary conditions are derived by the minimum potential energy principle. The effects of nonuniform torsion, unsymmetrical loading, elastic foundation, and axial extension are included. The buckling of a ring subjected to a uniform external pressure is treated. The critical pressure is found to be the root of a cubic characteristic equation. Simplified solutions are found by restricting the generality, thereby reducing the characteristic equation to the first order.
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Published In
Journal of the Engineering Mechanics Division
Volume 89 • Issue 5 • October 1963
Pages: 17 - 44
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© 1963 American Society of Civil Engineers.
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Published in print: Oct 1963
Published online: Feb 3, 2021
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Authors
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James A. Cheney, M.ASCE
Asst. Prof. of Engrg., Univ. of California, Davis, Calif.; Staff Engr., Lockheed Missile & Space Co., Sunnyvale, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.