Introduction
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Gianluca Ranzi
(School of Civil Engineering, University of Sydney, Sydney, Australia)
Raymond Ian Gilbert
(Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia)
Graziano Leoni
(Professor of Structural Design, School of Architecture and Design, University of Camerino, Italy)
Luigino Dezi
(President, DSD Dezi Steel Design, Ancona, Italy; Former Professor, Departmen of Civil Engineerg, Construction and Architecture, Polytechnic University of Marche, Ancona, Italy)
Alejandro Pérez Caldentey
(Director, FHECOR North America; Part-time Professor, Technical University of Madrid, Spain)
Javier Jordán (Technical Director, Pedelta) John Hewitt (Adjunct Associate Professor, University of Sydney, Australia) Roberto Leon
(Professor of Construction Engineering, Via Department of Civil Engineering, Virgina Tech, USA)
Marion Rauch (Professor of Steel and Timber Structures, University of Applied Sciences Hochschule Kaiserslautern, Germany) |
||||
|---|---|---|---|---|---|
| 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 | ||||
|
|||||
| Page(s): | 1-12 | ||||
| Nombre total de pages (du PDF): | 13 | ||||
| Année: | 2021 | ||||
| DOI: | 10.2749/sed018.ch1 | ||||
| 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. |
||||
| Mots-clé: |
béton
|
||||
| Copyright: | © 2021 International Association for Bridge and Structural Engineering | ||||