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An analysis of inter shear-stud slip in composite beams

An analysis of inter shear-stud slip in composite beams
An analysis of inter shear-stud slip in composite beams
A full interaction method is presented for calculating the elastic bending stresses and shear stud forces in composite beams with shear studs at discrete points. The method implicitly recognises the breaks in the shear connection at the steel-concrete interface. Shear transfer discontinuities are shown to lead to significant variations in direct bending stress over those predicted from the method of transformed sections. These variations are most pronounced in deep beams supporting shallow composite slabs.
393-400
Elsevier
Byfield, M.P.
35515781-c39d-4fe0-86c8-608c87287964
Byfield, M.P.
35515781-c39d-4fe0-86c8-608c87287964

Byfield, M.P. (2001) An analysis of inter shear-stud slip in composite beams. In, Structural Engineering, Mechanics and Computation: Proceedings of the International Conference on Structural Engineering, Mechanics and Computation 2–4 April 2001, Cape Town, South Africa. Elsevier, pp. 393-400. (doi:10.1016/B978-008043948-8/50040-0).

Record type: Book Section

Abstract

A full interaction method is presented for calculating the elastic bending stresses and shear stud forces in composite beams with shear studs at discrete points. The method implicitly recognises the breaks in the shear connection at the steel-concrete interface. Shear transfer discontinuities are shown to lead to significant variations in direct bending stress over those predicted from the method of transformed sections. These variations are most pronounced in deep beams supporting shallow composite slabs.

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Published date: April 2001
Additional Information: Chapter 39

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Local EPrints ID: 53904
URI: https://eprints.soton.ac.uk/id/eprint/53904
PURE UUID: 110eaca4-cae9-4c26-8e1e-eaaa5886c939
ORCID for M.P. Byfield: ORCID iD orcid.org/0000-0002-9724-9472

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Date deposited: 25 Jul 2008
Last modified: 18 May 2019 00:35

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Author: M.P. Byfield ORCID iD

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