Force Analysis Methods and Experimental Research on Double-Curved Arch Bridge

Yun Zhang; Xiao Rong Zhou; Bei Li; Liu Bin Yan

doi:10.4028/www.scientific.net/AMR.490-495.2245

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 490-495Force Analysis Methods and Experimental Research...

Force Analysis Methods and Experimental Research on Double-Curved Arch Bridge

Abstract:

Research on section conversion of main arch ring and computation theory of lateral distribution in double-curved arch bridge. Through analyzing load experimental data of ShuiWen bridge, it demonstrates that the plane system finite element method is simple and practical compared to three-dimensional physical model in double-curved arch bridge computation, and the accuracy meets the design requirement .To double-curved arch bridge with spandrel arch, it can put loads distribute averagely on main arch ring to compute, the result is security without regard to joint action of above arch structure

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Periodical:

Advanced Materials Research (Volumes 490-495)

Pages:

2245-2249

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.490-495.2245

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Online since:

March 2012

Authors:

Yun Zhang, Xiao Rong Zhou, Bei Li, Liu Bin Yan

Keywords:

Combined Materials, Double Curved Arch Bridge, Lateral Distribution, Load Test

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References

[1] Double-Curved Arch Bridge, Editorial three combination. Double-curved arch bridge [M]. Beijing: China Communications Press, (1976).

Google Scholar

[2] RIOH etc. Highway double-curvature arch bridge the upper structure design calculation[M]. Beijing: China Communications Press, (1983).

Google Scholar

[3] Fan Lichu. Bridgework [M]. Beijing: China Communications Press, (1988).

Google Scholar

[4] Zhou Xiangjun, Chen Xiaojia. Summarization of Strengthening Technologies for Superstructures of Two-way Curved Arch Bridges [J]. Technology of Highway and Transport, Vol. 1, (2005)61-66.

Google Scholar

[5] Zhang Yun. Research on the Strengthening Methods of Double-Curved Arch Bridge: [Master's Thesis]. Guangxi University, Nanning, Guangxi, (2006).

Google Scholar

[6] Qiao Yongping. The analysis of the calculation method to the dangerous old double-curvature arch bridge: [Master's Thesis]. Guangxi University, Nanning, Guangxi, (2004), in chinese.

Google Scholar

[7] The Ministry of Communications of the People's Republic of China. WuGong highway bridge culvert design standard JTG D61-2005. Beijing: China Communications Press, (2005).

Google Scholar