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

Author:

Ranzi Gianluca1ORCID,Leoni Graziano2ORCID,Gilbert Raymond Ian3ORCID,Dezi Luigino4ORCID,Zandonini Riccardo5ORCID

Affiliation:

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

2. Professor of Structural Design, School of Architecture and Design, University of Camerino, Italy

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

4. President, DSD Dezi Steel Design, Ancona, Italy; Former Professor, Departmen of Civil Engineerg, Construction and Architecture, Polytechnic University of Marche, Ancona, Italy

5. Senior Professor, Department of Civil, Environmental and Mechanical Engineering, University of Trento, Italy

Abstract

<p>This chapter provides an overview of the work carried out to date on the long-term behaviour of composite steel-concrete beams. In the first part of the chapter, a description of the components forming a composite member is presented. This is followed by an outline of the main kinematic concepts, such as full and partial shear interaction, that influence the structural response of this form of construction due to the flexibility of the shear connection provided between the concrete and steel components. The review of the work performed on the time-dependent behaviour of concrete and its influence on the long-term structural response of composite beams for building and bridge applications is then presented. The modelling and experimental work considered in the review highlights the importance of considering concrete time effects, when predicting the in-service response of composite beams.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference115 articles.

1. EN 1992-1-1 (2004). Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings. European Committee for Standardization.

2. AS 3600 (2018). Concrete Structures. Standards Australia.

3. NZS 3101.1 (2006). New Zealand Standard – Concrete structures standard – Part 1: The design of concrete structures. Standards New Zealand.

4. Roll F (1971). Effects of differential shrinkage and creep on a composite steel-con-crete structure. ACI Special Publication SP-27(8): 263–268.

5. Deflections of a composite floor system;C. J. Montgomery;Canadian Journal of Civil Engineering / Revue canadienne de génie civil

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