Analysis and Evaluation on Safety of Old Stone Arch Bridge Based on Current Specification

Zhi Meng Zhao; Xiao Long Wang; Feng Jin Chen; Zhen Ji Wang; Ya Juan Yang

doi:10.4028/www.scientific.net/AMM.501-504.1178

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Analysis and Evaluation on Safety of Old Stone...

Analysis and Evaluation on Safety of Old Stone Arch Bridge Based on Current Specification

Abstract:

This paper examines the bearing capacity and stability of a catenary axis uniform cross-section multi-span stone arch bridge with solid spandrels in the cold areas. Taking the West Ulanhot Large Bridge built in cold area of Inner Mongolia in 1960s as an example, the bearing capacity and stability of early-built stone arch bridge were calculated,in consideration with the effect of dead load, live load and temperature variation as well as multi-arch action on the main arch ring, in the light of current specification, i.e., the Code for Design of Highway Masonry Bridges and Culverts (JTG D61-2005) published by the Ministry of Communications of the People's Republic of China. The aim was to evaluate the safety of the old multi-span arch bridge through the theoretical analysis and checking calculation based on the current specification.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1178-1181

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1178

Citation:

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Online since:

January 2014

Authors:

Zhi Meng Zhao*, Xiao Long Wang, Feng Jin Chen, Zhen Ji Wang, Ya Juan Yang

Keywords:

Bearing Capacity, Cold Area, Current Specification, Multi-Span Stone Arch, Old Bridge, Stability

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* - Corresponding Author

References

[1] LI Zeyong. 2013. Research on Strengthening Technology of Stone Bridge, Journal of Huaibei Vocational and Technical College (1): 116 -117.

Google Scholar

[2] YANG Guanghuai, YU Cheng. 2012. Discussion on Design Scheme of Strenghtening and Widening of Stone Arch, Science and Technology Vision (7): 2012-290.

Google Scholar

[3] DENG Jiangming, HU Yong. 2009. Thinking of Internal Forces of Main Arch Sections Calculated and Adjusted with Dummy Load Method, Journal of Chongqing Construction 43 (8) : 45.

Google Scholar

[4] CHEN Shenghua. 2009. Analysis on Distress of Arch Axis Deflection and Strengthening Method. Chongqing: Chongqing Jiaotong Science.

Google Scholar

[5] WANG Guoding. 2009. Multi-arch Calculation of Arch Bridges. Beijing: People's Traffic Press.

Google Scholar

[6] China Institute of Highway Planning and Design. 2005. Code for Design of Highway Masonry Bridges and Culverts（JTG D61-2005）. Beijing: People's Traffic Press.

Google Scholar

[7] Manuals for Design of Highway Bridges and Culverts 2005. Beijing: People's Traffic Press.

Google Scholar