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Elastic-Plastic Analysis of Transversely Loaded Plates
The flexural behavior of thin plates in the post elastic range is examined. An elastic, purely plastic relationship between moment and curvature is assumed, and general solutions developed from small deflection theory, for axisymmetrical yielding over an area, and axi-symmetrical and unsymmetrical yielding along lines.
Elastic-Plastic Analysis of Transversely Loaded Plates
The flexural behavior of thin plates in the post elastic range is examined. An elastic, purely plastic relationship between moment and curvature is assumed, and general solutions developed from small deflection theory, for axisymmetrical yielding over an area, and axi-symmetrical and unsymmetrical yielding along lines.
Elastic-Plastic Analysis of Transversely Loaded Plates
Brotchie, John F. (Autor:in)
Transactions of the American Society of Civil Engineers ; 126 ; 928-961
01.01.2021
341961-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Elastic-plastic analysis of transversely loaded plates
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