Research Article
Oct 1960
Elastic-Plastic Analysis of Transversely Loaded Plates
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 86, Issue 5
Abstract
Flexural behavior of thin plates in post elastic range is discussed; elastic, purely plastic relationship between moment and curvature is assumed, and general solutions developed from small deflection theory, for axi-symmetrical yielding over area, and axisymmetrical and unsymmetrical yielding along lines; applications include inelastic analysis of metal plates, pavement slabs, and continuous plate structures. (21 refs.)
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Published In
Journal of the Engineering Mechanics Division
Volume 86 • Issue 5 • October 1960
Pages: 57 - 90
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Oct 1960
Published online: Feb 3, 2021
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Authors
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John F. Brotchie, M.ASCE
Senior Structural Engr., Commonwealth Dept. of Works, Melbourne, Australia
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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.