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Simplified Method to Analyse Casting Sequences of Composite Bridge Slabs

 Simplified Method to Analyse Casting Sequences of Composite Bridge Slabs
Auteur(s): ORCID, , ORCID
Présenté pendant IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013, publié dans , pp. 1-8
DOI: 10.2749/222137813808627325
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This paper presents a simplified procedure to analyse the effects of construction sequences of slabs in steel-concrete composite bridge decks. The procedure allows accounting for shrinkage and cast...
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Détails bibliographiques

Auteur(s): ORCID

ORCID
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013
Publié dans:
Page(s): 1-8 Nombre total de pages (du PDF): 8
Page(s): 1-8
Nombre total de pages (du PDF): 8
Année: 2013
DOI: 10.2749/222137813808627325
Abstrait:

This paper presents a simplified procedure to analyse the effects of construction sequences of slabs in steel-concrete composite bridge decks. The procedure allows accounting for shrinkage and casting sequence effects. The time-dependent behaviour of the concrete is also included to capture the stress relaxation that mitigates the effects of the fast thermal shrinkage. Main features related to modelling of early-age concrete behaviour and tensile creep are discussed. The proposed simplified method is applied to evaluate the stresses in the slab of a realistic three-span composite bridge deck by considering different casting sequences. The comparison between the results obtained with the proposed method and those given by a step-by-step procedure shows the accuracy of the simplified method that can be considered a useful tool for practical applications.