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The behaviour of a channel cantilever under combined bending and torsional loads
Abstract With small applied loads thin-walled steel structures behave in a linear elastic manner until they start to buckle in an elastic or in an elasto-plastic mode. Finally beyond the maximum load they develop a plastic failure mechanism. Although there are many papers which deal with these three aspects separately there have been relatively few attempts to trace the history of a structure through all three stages. This paper describes a study of a simple channel cantilever with an eccentrically located end load.
The behaviour of a channel cantilever under combined bending and torsional loads
Abstract With small applied loads thin-walled steel structures behave in a linear elastic manner until they start to buckle in an elastic or in an elasto-plastic mode. Finally beyond the maximum load they develop a plastic failure mechanism. Although there are many papers which deal with these three aspects separately there have been relatively few attempts to trace the history of a structure through all three stages. This paper describes a study of a simple channel cantilever with an eccentrically located end load.
The behaviour of a channel cantilever under combined bending and torsional loads
Murray, N.W. (author) / Lau, Y.C. (author)
Thin-Walled Structures ; 1 ; 55-74
1983-01-01
20 pages
Article (Journal)
Electronic Resource
English
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