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- W48791 abstract "This paper is concerned with the time-dependent buckling behaviour of continuous composite steelconcrete T-section beams with varying degree of shear connection. Creep and shrinkage effects in composite steel-concrete structures may cause a redistribution of internal actions within a member, which increases significantly the compression within the steel component, and that may lead to erosion of the buckling resistance of the steel member. In this paper, models for the in-plane analysis of continuous composite beams with varying degree of shear connection stiffness and subjected to creep and shrinkage of the slab, and the out-of-plane buckling analysis capable of predicting local, distortional and lateral buckling modes are combined to study the time-dependent buckling behaviour of continuous composite beams. A parametric study is then undertaken to evaluate the effects of shear connection stiffness and geometric beam properties on the long-term elastic buckling capacities of these beams, and some conclusions are drawn. Paper presented at the Fifth International Conference on Advances in Steel Structures, 5-7 December, 2007, Singapore" @default.
- W48791 created "2016-06-24" @default.
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- W48791 date "2008-01-01" @default.
- W48791 modified "2023-09-23" @default.
- W48791 title "Buckling of Continuous Steel-Concrete T-Beams with Partial Interaction Caused by Shrinkage and Creep of the Slab" @default.
- W48791 hasPublicationYear "2008" @default.
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