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The Analysis of the Non-Axial Force Connection for the Earth-Anchored Cable-Stayed Bridge

The Analysis of the Non-Axial Force Connection for the Earth-Anchored Cable-Stayed Bridge
Author(s): , , , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 380-386
DOI: 10.2749/nanjing.2022.0380
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The Danjiangkou Reservoir Bridge is the earth-anchored light composite cable-stayed bridge with the largest span in the world. The non-axial force connection is firstly used in the composite cable-...
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Bibliographic Details

Author(s): (College of Civil Engineering, Tongji University, Shanghai, China)
(Hubei JIAOTOU Shi Wu(Xi) Expressway Co., Ltd., Shiyan, China)
(Hubei JIAOTOU Shi Wu(Xi) Expressway Co., Ltd., Shiyan, China)
(Hubei Provincial Communication Planning and Design Institute Co., Ltd., Wuhan, China)
(Hubei Provincial Communication Planning and Design Institute Co., Ltd., Wuhan, China)
(College of Civil Engineering, Tongji University, Shanghai, China)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 380-386 Total no. of pages: 7
Page(s): 380-386
Total no. of pages: 7
DOI: 10.2749/nanjing.2022.0380
Abstract:

The Danjiangkou Reservoir Bridge is the earth-anchored light composite cable-stayed bridge with the largest span in the world. The non-axial force connection is firstly used in the composite cable- stayed bridge. This connection mainly consists of the support system, outer and inner box girders. Based on the FE analysis, the stress distribution, load path and deformation of the non-axial force connection are discussed. The results show that the load on the outer box girder is transferred to the inner box girder by vertical and horizontal supports, so as to complete the transmission of shear force, bending moment and torsion of the cable-stayed bridge at the mid-span. The non-axial force connection presents effective mechanical performance and structural deformation response, which indicates that this connection can reduce the unfavourable longitudinal deformation of the earth- anchored cable-stayed bridge.

Keywords:
support system the earth-anchored cable-stayed bridge the non-axial force connection longitudinal deformation
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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