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

Author:

Geng Yue1,Ranzi Gianluca2ORCID,Wang Yu-yin3,Gilbert Raymond Ian4ORCID,Zhang Sumei5

Affiliation:

1. Associate Professor, School of Civil Engineering, Harbin Institute of Technology, China

2. School of Civil Engineering, University of Sydney, Sydney, Australia

3. Professor and Dean, School of Civil Engineering, Harbin Institute of Technology, China

4. Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia

5. Professor, School of Civil Engineering and Environmental Engineering, Harbin Institute of Technology, China

Abstract

<p>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.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference117 articles.

1. Effect of differential moisture distribution on the shortening of steel-reinforced concrete columns;H. C. Seol;Magazine of Concrete Research

2. Field Monitoring and Parameter Identification of Moisture Distribution for Mega Steel Reinforced Concrete Columns;Xin Zhao

3. Effect of wide-flange-steel geometry on the long-term shortening of steel-reinforced concrete columns;Gyeong-Hee An;Magazine of Concrete Research

4. Terrey PJ, Bradford MA, Gilbert RI (1994). Creep and shrinkage of concrete in concrete-filled circular steel tubes. Proceeding of 6th International Symposium on Tubular Structures (ISTS), Melbourne (Australia), 14–16 December 1994.

5. Static Long-Term Effects in Short Concrete-Filled Steel Box Columns under Sustained Loading;ACI Structural Journal

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