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Time-dependent behaviour of concrete

 Time-dependent behaviour of concrete
Author(s): ORCID, ORCID, ORCID, ORCID, ORCID
published in
DOI: 10.2749/sed018.ch2
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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-depen...
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Bibliographic Details

Author(s): ORCID (School of Civil Engineering, University of Sydney, Sydney, Australia)
ORCID (Associate Professor, Department of Civil and Environmental Engineering, Politecnico di Milano, Italy)
ORCID (Associate Professor, Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy)
ORCID (Professor of Structural Design, School of Architecture and Design, University of Camerino, Italy)
ORCID (Assistant Professor, Faculty of Civil Engineering, Istanbul Technical University)
ORCID (Professor, Department of Civil and Environmental Engineering, McCormick School of Engineering and Applied Science, Northwestern University, Evanston, Ilinois, USA)
ORCID (Director, FHECOR North America; Part-time Professor, Technical University of Madrid, Spain)
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): 13-40 Total no. of pages: 28
Page(s): 13-40
Total no. of pages: 28
Year: 2021
DOI: 10.2749/sed018.ch2
Abstract:

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.

Keywords:
concrete composite construction time-dependent behavior
Copyright: © 2021 International Association for Bridge and Structural Engineering