Research Status and Development Prospect of Steel Truss Bridge Joints
DOI:
https://doi.org/10.54097/hset.v10i.1225Keywords:
Steel Truss Bridge, Splice Joint, Integral Joint.Abstract
In recent decades, with the increasing demand of long-span bridges and the continuous progress of construction technology, steel truss bridges have been more and more widely used. In general, the joint form of steel truss bridge can be divided into two types: splice joint and integral joint. The selections of the joint forms in steel truss bridges have gradually become the focus of the designers and researchers. Based on the engineering cases of steel truss bridges, this paper introduces the characteristics and advantages of the splice joint and the integral joint, respectively. The engineering performances of these two kinds of joints are compared under the same working condition. The corresponding conclusions on joint selection are obtained, and the prospect of joint design for steel truss bridges is proposed.
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References
Wang Tianliang. Test study of integral panel points of steel truss girder [J]. Bridge Construction, 1999(4): 32-40.
Guo Zhaoqi，Li Junping, Wang Suili, Ma Lifen. The fabrication of steel girders with integral joints for Wuhu Yangtze River Bridge [J]. Steel Construction, 2001, 16(51): 31-33.
Zhu Ming．Construction technologies of a large span steel truss [J]. Steel Construction, 2006, 21(4): 84-87.
J. A. Packer. Concrete-filled HSS connections [J]. Journal of Structural Engineering, ASCE,1995,121(3): 458-467.
Liu Yongjian. Experiments on ultimate bearing capacity and research on design method of joints of concrete-filled rectangular steel tube truss [D]. Changsha: Hunan University, 2003.
Cheng Shuai, Wang Huili, Han Jialun, Zhang Junlin, Ma Xingliang, Huang Zhou. Review of the study of integral panel points of steel truss girder [J]. Steel Construction, 2009, 27(6): 1-4.
Huang Yong-hui, Wang Rong-hui, Gan Quan. Experiment on welding residual stress of integral joint for steel truss bridge [J]. China Journal of Highway and Transport, 2011, 24(1): 83-88.
Volkhard Angelmaier. Tubular steel bridges with cast steel nodes innovative solutions in modern bridge design [D], Germany: 2004.
Alistair Grieg, Susana Rivas. Welding automation in space-frame bridge construction [D]. London: Department of Mechanical Engineering, University College London, 2001.
Van Bogaert. Stability and node-detailing of tubular steel arch bridges [D]. Belgium: Ghent University, Civil Engineering Department, 2007.
Ying Shuhui, Wang Huili, Qiu Wenliang. Numerical simulation analysis of fatigue property of steel truss integral joint [J]. Steel Construction, 2013(05), 15-18.
Liu Gao, Wu Wenming, Tang Liang, Wang Tianliang. Fatigue test on integral joint of the main truss of the Baling River Bridge [J]. Highway, 2010, 3(3): 96-100.
Qiao Jinfei, Li Feng-qin. Study and design of integral joints and detailed structures of steel truss girder [J]. Journal of Railway Engineering Society, 2009(8): 68-72.
Pan Zhe. Fatigue properties analysis of the overall node of steel truss bridge [D]. Dalian: Dalian University of Technology, 2012.
Zhang Jianmin, Gao Feng. Optimum analysis of steel truss integral joints [J]. China Railway Science, 2011, 22(5): 89-92.
Li Zhaoxia, Li Aiqun, Tommy Chan Hungtin, Guo Li, Zhou Taiquan. Finite element modeling for health monitoring and condition assessment of long-span bridges [J]. Journal of Southeast University, 2003, 33(5): 563-572.
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