Time-dependent behaviour of concrete

Author:

Ranzi Gianluca1ORCID,Di Luzio Giovanni2ORCID,Bocciarelli Massimiliano3ORCID,Leoni Graziano4ORCID,Dönmez Ahmet Abdullah5ORCID,Cusatis Gianluca6ORCID,Pérez Caldentey Alejandro7ORCID,Gilbert Raymond Ian8ORCID

Affiliation:

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

2. Associate Professor, Department of Civil and Environmental Engineering, Politecnico di Milano, Italy

3. Associate Professor, Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy

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

5. Assistant Professor, Faculty of Civil Engineering, Istanbul Technical University

6. Professor, Department of Civil and Environmental Engineering, McCormick School of Engineering and Applied Science, Northwestern University, Evanston, Ilinois, USA

7. Director, FHECOR North America; Part-time Professor, Technical University of Madrid, Spain

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

Abstract

<p>This chapter provides an introduction to the constitutive models commonly specified in design guidelines to describe the time-dependent behaviour of concrete and that can be used for the time-dependent analysis of composite structures. These formulations range from the simplest algebraic methods, such as the Effective Modulus Method that is widely recommended in design guidelines, to more sophisticated approaches that can account for creep and shrinkage effects in advanced modelling. The last part of the chapter provides a brief overview of multi-physics modelling that could be useful in predicting the concrete time-dependent response for composite construction.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference41 articles.

1. EN 1994-1-1 (2004). Eurocode 4: Design of composite steel and concrete struc-tures – Part 1.1: General rules and rules for buildings. European Committee for Standardization.

2. EN 1994-2 (2005). Eurocode 4: Design of composite steel and concrete structures – Part 2: General rules and rules for bridges. European Committee for Standardization.

3. AS/ NZS 2327 (2017). Composite Structures – Composite steel-concrete construc-tion in buildings. Standards Australia.

4. AS/ NZS 5100.6 (2017). Bridge design – Part 6: Steel and composite construction. Standards Australia.

5. Creep and Hygrothermal Effects in Concrete Structures

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