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A complete solution is obtained for a rigid-plastic, simply supported shallow conical shell loaded through a rigid central boss. The solution enables one to assess the effects of changes in geome try on the load carrying capacity of a circular plate. The results are compared with previous theoretical and experimental work.
A complete solution is obtained for a rigid-plastic, simply supported shallow conical shell loaded through a rigid central boss. The solution enables one to assess the effects of changes in geome try on the load carrying capacity of a circular plate. The results are compared with previous theoretical and experimental work.
Plastic Analysis of Shallow Conical Shells
Onat, E. T. (author)
Transactions of the American Society of Civil Engineers ; 126 ; 1111-1122
2021-01-01
121961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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