Survey and Analysis of Exiting Reinforced Concrete Ribbed Arch Bridges

Ke Chen; Jian Yong Song

doi:10.4028/www.scientific.net/AMR.255-260.1187

Paper Titles

Research of Longitudinal Seismic Response of Self-Anchored Cable-Stayed Suspension Bridge under Pile-Soil-Structure Interaction
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Correlation Analysis on Frost Heaving Ratio of Subgrade Soil and Plasticity Index under Freeze-Thaw Cycles
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The Research on Load Transverse Distribution Coefficient of Prefabricated Skew-Plate Bridge Based on ANSYS
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Studies on Effective Width of Continuous Composite Beam of Arch Bridge
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Survey and Analysis of Exiting Reinforced Concrete Ribbed Arch Bridges
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Effects of Local Deck Removal on the Mechanical Behavior of Wide Box Composite Girder Bridge
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Experimental Study on In-Plane Behavior of CFST Arch with New-Type Dumbbell-Shaped Section
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Analysis of Wind-Induced Vibration Control of Long-Span Space Structure
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Geometrical Nonlinear Analysis on Three-Tower Suspension Bridges under Live Load
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Survey and Analysis of Exiting Reinforced Concrete...

Survey and Analysis of Exiting Reinforced Concrete Ribbed Arch Bridges

Abstract:

Reinforced concrete ribbed arch bridges are applied widely in China, especially in mountain areas of southwest China. After many years of operation, some distresses and damages occur of this kind of bridges. There are 100 bridges of this style are generally surveyed and 49 of them with typical distresses are investigated in details on site. Based on it, characteristics and rules of distresses are classified and summed up, and the reasons of them occurrence are analyzed. This process is expected to provide reference and evidence for design, construction, maintenance and strengthening of this kind of bridges, and establish a foundation for further research.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1187-1191

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1187

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Online since:

May 2011

Authors:

Ke Chen, Jian Yong Song

Keywords:

Analysis, Damage, Distress, Reinforced Concrete (RC), Ribbed Arch Bridge, Survey

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References

[1] Xu ben. 100 Q&A of Detection and Rehabilitation of Bridges. China Communications Press. 2002.6.

Google Scholar

[2] Reaserch Institute of Transportation in Guangxi Province. Load Test Report of Luoqing-wuli Bridge. Nanning, (2007)

Google Scholar

[3] Inspection Centers of Transportation in Guangxi Province. Detection Report of Distresses of Leigan Bridge in Pingguo. Nanning, 2006.6.

Google Scholar

[4] Luo shixun, Xie bangzhu. Modern Bridges in Sichuan Province. Science and Technology press of Sichuan, (1996)

Google Scholar

[5] Yang xiaobo, Li Jinzhou, Wang xiaodong. Cause Analysis and Remedy Measures for Deterioration of Nimu Bridge in Tibet. World Bridges, 2005.2

Google Scholar

[6] Li benwei, Li daming, Distresss Rehabilitation of Ribbed Arch Bridges with Deck Slabs Transverse Placed. Southwest Highway, 2006.1.

Google Scholar