Analysis of the Superstructure of South-to-North Water Diversion Bridge

Ming Hong Li; Yi Li Wang; Shui Wan

doi:10.4028/www.scientific.net/AMM.178-181.2125

Paper Titles

Analysis of Upside Additional Internal Force Imposed by Asymmetric Settlement of Broadened Bridge Foundation
p.2105

Application of SCGM(1,1) Method in the Construction Monitoring and Control of Continuous Girder Bridges
p.2113

Investigation of Temperature Effects of Box-Girder Bridge in Typical Winter Weather of QINGHAI-TIBET Plateau
p.2117

Investigation of Dynamic Load Test of an Existed Reinforced Concrete Rigid-Frame Arch Bridge
p.2121

Analysis of the Superstructure of South-to-North Water Diversion Bridge
p.2125

Test Research on Aerodynamic Interference Effect on Aerostatic Coefficients of Main Beam in Parallel Bridge
p.2131

Research on the Influence of Web’s Shear Deformation on the Deflection of Composite Girder Bridge with Corrugated Steel Webs in Construction
p.2135

Study on Influence of the Truss Bridge’s Nature Frequency by Added Masses
p.2140

Method of High-Precision Calculation on the Linear Parameters for the Stay-Cable of the Cable-Stayed Bridge
p.2144

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Analysis of the Superstructure of South-to-North...

Analysis of the Superstructure of South-to-North Water Diversion Bridge

Abstract:

Based on the South-to-North Water Diversion Bridge (70m+120m+70m prestressed concrete composite box-girder bridge with corrugated steel webs), structural static analysis of the bridge’s superstructure was taken out by finite element method, which were checked with the existing regulatory requirements. The result indicates that the carrying capacity in the ultimate limit state meet the requirement of the standard, the vertical shear stress of corrugated steel web satisfies the standard limit and the thickness of corrugated steel web satisfies the request, but the safety factor is not high.

You might also be interested in these eBooks

Sustainable Environment and Transportation

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

2125-2130

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.2125

Citation:

Cite this paper

Online since:

May 2012

Authors:

Ming Hong Li, Yi Li Wang, Shui Wan

Keywords:

Bridge Engineering, Corrugated Steel Web, Finite Element, Structural Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Qiang Xu and Shui Wan. Design and Application of Prestressed Concrete Bridge with Corrugated Steel Webs[M]. Beijing: China Communications Press, 2009. (in Chinese)

Google Scholar

[2] P. R. China. Ministry of Communications. General Code for Design of Highway Bridges and Culverts (JTG D60-2004). Beijing: China Communications Press, 2004. (in Chinese)

Google Scholar

[3] P. R. China. Ministry of Communications. Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridge and Culverts (JTG D62-2004). Beijing: China Communications Press, 2004. (in Chinese)

Google Scholar

[4] Jianshu Ye. Structure Design Principle[M]. Beijing: China Communication Press, 1997. (in Chinese)

Google Scholar

[5] Shuqin Li, Gaobo Zhu and Shui Wan. Journal of Highway and Transportation Research and Development, 2009, 26(4): 42-46. (in Chinese)

Google Scholar

[6] HOSAKA T, MITSUKI K, HIRAGI H. Japanese Journal of Structural Engineering A, 2002, 48A(3): 1265-1272.

Google Scholar