The development of composite bridges with corrugated steel webs in China

Author:

He Jun12ORCID,Wang Sihao3,Liu Yuqing4,Dai Liang5,Lyu Zhan6,Li Chuanxi7,Xin Haohui8,Tan Chao9

Affiliation:

1. Associate Professor, School of Civil Engineering, Changsha University of Science & Technology, Hunan, P. R. China

2. Institute for Infrastructure and Environment, Heriot-Watt University, UK (corresponding author: , )

3. PhD candidate, Department of Bridge Engineering, Tongji University, Shanghai, P. R. China

4. Professor, Department of Bridge Engineering, Tongji University, Shanghai, P. R. China

5. Senior Engineer, Shenzhen Municipal Design & Research Institute Co., Ltd, Guangdong, P. R. China

6. PhD candidate, Department of Civil and Environmental Engineering, Imperial College London, London, UK

7. Professor, School of Civil Engineering, Changsha University of Science & Technology, Hunan, P. R. China

8. Research Fellow, Civil Engineering and Geosciences, Delft University and Technology, Delft, the Netherlands

9. Senior Engineer, Hunan Provincial Communications Planning, Survey and Design Institute Co., Ltd, Hunan, P. R. China

Abstract

The prestressed concrete girder with corrugated steel webs is one of the most promising steel–concrete hybrid structures applied to highway and railway bridges, owing to its excellent mechanical properties and efficient material utilisation. Composite bridges with corrugated steel webs (CBCSWs) have undergone rapid development in China since 2005, resulting in remarkable technical progress in many aspects. A state-of-the-art review of CBCSWs in China is presented. Based on data collected for over 90 CBCSWs built in China during the years 2005–2018, characteristics relating to bridge span, structural type and construction methods are comprehensively analysed. Some mechanical issues regarding the design and construction of typical CBCSWs are elaborated to understand fully their structural performance and promote their development. Furthermore, a few representative CBCSWs are expounded in relation to their innovative structural design and construction techniques; their respective characteristics are highlighted. Finally, several conclusions are drawn and future research directions are predicted: the CBCSW is a competitive bridge solution when 80–200 m main spans are required; advanced materials, innovative structure types and advanced construction methods making good use of corrugated steel web are the source of its development. The experiences in this study can serve as a useful base for constructing more excellent and impressive CBCSWs.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

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