Research Article
Jun 1969
Effect of Shear and Load Behavior on Ring Stability
Authors: C.V. Smith Jr. and G.J. SimitsesAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 95, Issue 3
Abstract
The problem of buckling of a thin circular ring under uniform external transverse loading is investigated for the force normal to the deformed ring, the force parallel to its initial direction, and the force directed toward the initial center of curvature. Results are derived through a simple treatment within the framework of thin ring theory and without the assumption of inextensionality. It is assumed that the uniform pressure is applied quasistatically, the material is linearly elastic, and the strains are small while the rotations are moderate. In addition, the effect of transverse shear deformation is included.
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Published In
Journal of the Engineering Mechanics Division
Volume 95 • Issue 3 • June 1969
Pages: 559 - 569
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Jun 1969
Published online: Feb 3, 2021
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Affiliations
C.V. Smith Jr.
Assoc. Prof. of Aerospace Engrg., Georgia Instit. of Techn., Atlanta, Ga.
G.J. Simitses
Assoc. Prof. of Engrg., the School of Engineering Science and Mechanics, Georgia Instit. of Techn., Atlanta, Ga.
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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.