Carrying capacity of edge-compressed rectangular plates
作者:
A. N. Sherbourne,
H. M. Haydl,
期刊:
Canadian Journal of Civil Engineering
(NRC Available online 1980)
卷期:
Volume 7,
issue 1
页码: 19-26
ISSN:0315-1468
年代: 1980
DOI:10.1139/l80-002
出版商: NRC Research Press
数据来源: NRC
摘要:
The carrying capacity of simply supported rectangular plates under uniaxial, in-plane compressive loading is investigated. The ultimate load is determined as the load corresponding to the intersection of an elastic loading line and a rigid–plastic unloading line. An attempt is made to formulate a plastic roof mechanism for the rectangular plate; the square buckle pattern mechanism for long plates is obtained as a special case. The effective width method is re-examined and is shown to give good agreement with experimental evidence. The recommendations of CSA S136-1974 are briefly reviewed in the light of the results obtained.
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