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- W638346576 abstract "The modern practice of floor design, which uses a concrete floor slab supported by steel beams, is to take advantage of the strengths of both slab and steel beam and design them to act together to resist loads. The term “composite beam” is used to describe the concrete slab and beam as they act together, interactively. Composite beams are subject to areas of positive or negative moments. Various studies and papers have addressed the problem of moments in composite beams; there are already traditional methods of designing composite beams subject to positive and/or negative moments. This thesis is an attempt to verify current design methods for composite beams under positive and negative moments as well as address the problem of finite element modeling of composite beams. The focus is on the design of the shear connectors, i.e. does the spacing, size, and number of shear connectors have enough of an effect on the strength of the composite beam to merit either their addition or subtraction in regions of positive or negative moment; does it have enough of an effect to merit new design methodologies. Finite Element (FE) analysis as manifested in modern computer software makes it possible to model the effects of the shear connectors in composite beams. The efficacy in the placement, number, and size of the shear connectors is demonstrated in the load versus deflection curves as well as shear and moment diagrams included in this paper." @default.
- W638346576 created "2016-06-24" @default.
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- W638346576 date "2012-01-01" @default.
- W638346576 modified "2023-09-23" @default.
- W638346576 title "Shear Connectors Analyzed at Regions of Positive and Negative Moments of Composite Beams" @default.
- W638346576 hasPublicationYear "2012" @default.
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