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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
Author(s): ORCID, ORCID
published 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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Bibliographic Details

Author(s): 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: book chapter
Language(s): English
Publisher: International Association for Bridge and Structural Engineering
Published in: Zurich, Switzerland
Published in:
Page(s): 41-59 Total no. of pages: 19
Page(s): 41-59
Total no. of pages: 19
Year: 2021
DOI: 10.2749/sed018.ch3
Abstract:

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.

Keywords:
concrete time-dependent behavior Steel-Concrete Composite Slab
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