Time-dependent behaviour of concrete
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Détails bibliographiques
| Auteur(s): |
Gianluca Ranzi
(School of Civil Engineering, University of Sydney, Sydney, Australia)
Giovanni Di Luzio
(Associate Professor, Department of Civil and Environmental Engineering, Politecnico di Milano, Italy)
Massimiliano Bocciarelli
(Associate Professor, Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy)
Graziano Leoni
(Professor of Structural Design, School of Architecture and Design, University of Camerino, Italy)
Ahmet Abdullah Dönmez
(Assistant Professor, Faculty of Civil Engineering, Istanbul Technical University)
Gianluca Cusatis
(Professor, Department of Civil and Environmental Engineering, McCormick School of Engineering and Applied Science, Northwestern University, Evanston, Ilinois, USA)
Alejandro Pérez Caldentey
(Director, FHECOR North America; Part-time Professor, Technical University of Madrid, Spain)
Raymond Ian Gilbert
(Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia)
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| Médium: | chapitre de livre | ||||
| Langue(s): | anglais | ||||
| Editeur: | International Association for Bridge and Structural Engineering | ||||
| Publié à: | Zurich, Suisse | ||||
| Publié dans: | Time-dependent behaviour and design of composite steel-concrete structures | ||||
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| Page(s): | 13-40 | ||||
| Nombre total de pages (du PDF): | 28 | ||||
| Année: | 2021 | ||||
| DOI: | 10.2749/sed018.ch2 | ||||
| Abstrait: |
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. |
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| Mots-clé: |
béton
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering | ||||