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

 State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns
Autor(en): , ORCID, , ORCID,
veröffentlicht in
DOI: 10.2749/sed018.ch5
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This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite col...
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Bibliografische Angaben

Autor(en): (Associate Professor, School of Civil Engineering, Harbin Institute of Technology, China)
ORCID (School of Civil Engineering, University of Sydney, Sydney, Australia)
(Professor and Dean, School of Civil Engineering, Harbin Institute of Technology, China)
ORCID (Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia)
(Professor, School of Civil Engineering and Environmental Engineering, Harbin Institute of Technology, China)
Medium: Buchkapitel
Sprache(n): Englisch
Verlag: International Association for Bridge and Structural Engineering
Veröffentlicht in: Zürich, Schweiz
Veröffentlicht in:
Seite(n): 83-109 Anzahl der Seiten (im PDF): 27
Seite(n): 83-109
Anzahl der Seiten (im PDF): 27
Jahr: 2021
DOI: 10.2749/sed018.ch5
Abstrakt:

This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.

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