Research Article
Jun 1965
Buckling Loads for Elasticity Supported Structures
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 91, Issue 3
Abstract
Buckling loads for axially loaded struts having elastic lateral support for which the resistance to lateral displacement at any point is some function of the displacement at that point only have been determined in nondimensional form, for a variety of end restraints. The solutions have been obtained using the energy method, by expressing the buckled shape of the strut in terms of an appropriate infinite series. Two types of variation in lateral restraint along the length of the strut are considered: (a) Uniform; and (b) proportional to distance from the end of the strut. Several cases of variation in axial load along the length of the strut are also examined.
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Published In
Journal of the Engineering Mechanics Division
Volume 91 • Issue 3 • June 1965
Pages: 205 - 231
Copyright
© 1965 American Society of Civil Engineers.
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Published in print: Jun 1965
Published online: Feb 3, 2021
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Authors
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A. Raymond Toakley
Sect. Engr., Commonwealth Dept. of Works, Head Office, Melbourne, Australia
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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.