The development of composite bridges with corrugated steel webs in China

Journal Article (2021)
Author(s)

Jun He (Heriot-Watt University, Changsha University of Science and Technology)

Sihao Wang (Tongji University)

Yuqing Liu (Tongji University)

Liang Dai (Shenzhen Municipal Design & Research Institute Co)

Zhan Lyu (Imperial College London)

Chuanxi Li (Changsha University of Science and Technology)

Haohui Xin (TU Delft - Steel & Composite Structures)

Chao Tan ( Hunan Provincial Communications Planning, Survey and Design Institute Co)

Research Group
Steel & Composite Structures
DOI related publication
https://doi.org/10.1680/jbren.19.00018
More Info
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Publication Year
2021
Language
English
Research Group
Steel & Composite Structures
Journal title
Proceedings of the Institution of Civil Engineers: Bridge Engineering
Issue number
1
Volume number
174
Pages (from-to)
28-44
Downloads counter
246

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.

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