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State-of-the-art review on the time-dependent behaviour of composite steel-concrete slabs

 State-of-the-art review on the time-dependent behaviour of composite steel-concrete slabs
Autor(en): ORCID, ORCID
veröffentlicht in
DOI: 10.2749/sed018.ch3
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This chapter presents a state-of-the-art review of work published to date on the time-dependent response of composite steel-concrete slabs. The key components of this form of construction are intro...
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Bibliografische Angaben

Autor(en): ORCID (School of Civil Engineering, University of Sydney, Sydney, Australia)
ORCID (Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia)
Medium: Buchkapitel
Sprache(n): Englisch
Verlag: International Association for Bridge and Structural Engineering
Veröffentlicht in: Zürich, Schweiz
Veröffentlicht in:
Seite(n): 41-59 Anzahl der Seiten (im PDF): 19
Seite(n): 41-59
Anzahl der Seiten (im PDF): 19
Jahr: 2021
DOI: 10.2749/sed018.ch3
Abstrakt:

This chapter presents a state-of-the-art review of work published to date on the time-dependent response of composite steel-concrete slabs. The key components of this form of construction are introduced in the first part of the chapter, followed by a review of the time-dependent behaviour of the concrete and how it affects the in-service response of composite slabs. Throughout the chapter, particular attention is given to recent experimental and modelling work related to concrete time effects, and how these affect the in-service response of composite slabs, including the development of non-uniform shrinkage gradients that have been recently shown to occur in composite floors due to the inability of the concrete to dry from its underside because of the presence of the profiled steel sheeting.

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