State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Gianluca Ranzi
(School of Civil Engineering, University of Sydney, Sydney, Australia)
Graziano Leoni
(Professor of Structural Design, School of Architecture and Design, University of Camerino, Italy)
Raymond Ian Gilbert
(Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia)
Luigino Dezi
(President, DSD Dezi Steel Design, Ancona, Italy; Former Professor, Departmen of Civil Engineerg, Construction and Architecture, Polytechnic University of Marche, Ancona, Italy)
Riccardo Zandonini
(Senior Professor, Department of Civil, Environmental and Mechanical Engineering, University of Trento, Italy)
|
||||
|---|---|---|---|---|---|
| Medium: | book chapter | ||||
| Language(s): | English | ||||
| Publisher: | International Association for Bridge and Structural Engineering | ||||
| Published in: | Zurich, Switzerland | ||||
| Published in: | Time-dependent behaviour and design of composite steel-concrete structures | ||||
|
|||||
| Page(s): | 61-82 | ||||
| Total no. of pages: | 22 | ||||
| Year: | 2021 | ||||
| DOI: | 10.2749/sed018.ch4 | ||||
| Abstract: |
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. |
||||
| Keywords: |
concrete time-dependent behavior steel-concrete composite beams steel-concrete composite girders
|
||||
| Copyright: | © 2021 International Association for Bridge and Structural Engineering | ||||