A New Design Method for Continuous Composite Beams

Couchman, Graham; Lebet, Jean‐Paul

doi:10.2749/101686696780495798

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Cited by 9 publications

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“…The structural behavior of SCC beams for buildings and bridges is influenced by a considerable number of parameters describing sagging and hogging sections, layout of spans, and load patterns. In the past, various authors dealt with design aspects (e.g., [4][5][6][7][8][9][10][11][12]), recognizing some issues in the flexural design of continuous composite systems.…”

Section: Introductionmentioning

confidence: 99%

Probabilistic analysis for design assessment of continuous steel–concrete composite girders

Zona

Barbato

Dall’Asta

et al. 2010

Journal of Constructional Steel Research

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Section: Introductionmentioning

confidence: 99%

Probabilistic analysis for design assessment of continuous steel–concrete composite girders

Zona

Barbato

Dall’Asta

et al. 2010

Journal of Constructional Steel Research

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Buckling in continuous composite beams

Bradford

Kemp

2000

Prog. Struct. Engng Mater.

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In comparison with the well‐researched lateral and local buckling that takes place in bare steel beams, the buckling that takes place in composite steel‐concrete beams is far more complex, and is still a grey area in structural mechanics. Plastic design of continuous composite beams is very advantageous, but this can only be achieved if buckling is prevented. This article reviews the research to date into local and lateral‐distortional buckling in the negative moment region of continuous composite beams, and provides design proposals. It is concluded that there is still a need for focused research into the buckling phenomenon if full advantage is to be taken of moment redistribution in plastic design.

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A Limit-States Criterion for Ductility of Class 1 and 2 Composite and Steel Beams

Kemp¹

1999

Stability and Ductility of Steel Structures (SDSS'99)

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A New Design Method for Continuous Composite Beams

Cited by 9 publications

References 1 publication

Probabilistic analysis for design assessment of continuous steel–concrete composite girders

Probabilistic analysis for design assessment of continuous steel–concrete composite girders

Buckling in continuous composite beams

A Limit-States Criterion for Ductility of Class 1 and 2 Composite and Steel Beams

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