Research Article
Dec 1969
Physical Strains in Nonlinear Thin Shell Theory
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VIEW THE REPLYAuthors: Peter G. Glockner, M.ASCE, and J.P. ShrivastavaAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 95, Issue 6
Abstract
Expressions for the physical tangential and bending strains of nonlinear thin elastic shell theory in nonorthogonal coordinates are derived in a new, relatively compact form. The geometric and physical significance of the results is interpreted, where possible. In addition, the quantities describing the differential geometry of a deformed surface are also given. All results obtained are exact in the sense that no restrictions are imposed on the magnitude of strains in the derivations. The expressions for the nonlinear case are compared with the corresponding formulas of the linear theory. The results obtained together with further results to be published on the strains of the parallel surface, the statics of shells, and constitutive relations find direct application in the analysis of the nonlinear behavior of thin shells.
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Published In
Journal of the Engineering Mechanics Division
Volume 95 • Issue 6 • December 1969
Pages: 1331 - 1344
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Dec 1969
Published online: Feb 3, 2021
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Peter G. Glockner, M.ASCE
Prof., Dept. of Civ. Engr., The Univ. of Calgary, Calgary, Alta., Canada
J.P. Shrivastava
Research Fellow, Dept. of Civ. Engr., The Univ. of Calgary, Calgary, Alta., Canada
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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.
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.