Commonly Encountered Damages in Cable Members of CFST Arch Bridge and Detection Methods

Abstract:

A thorough research was made on the commonly encountered damages in cable members of the concrete filled steel tubular (CFST) arch bridge and their detection methods. Four main types of damages, including cable protection measure damage, anchor system damage, cable body damage and other damage types were discovered after a comprehensive study of the cable members on some existing CFST arch bridges and the related references. A focus has been placed to analysis each types of damages individually, based on their characteristics, failure mechanism and destructive effects. Furthermore, the detection methods for the damages in cable members were introduced and evaluated elaborately. Therefore, this study provides a valuable reference for the daily maintenance and maintenance specification establish for cable members of CFST arch bridge under different scenarios.

• Periodical: Key Engineering Materials (Volume 619)
• Pages: 71-80
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.619.71
• Online since: July 2014
• Authors: Xin Gao*, Li Jing Liu, Shu Kui Yao, Jun Wen Yang, Yi Li
• Keywords: Cable Member, CFST Arch Bridge, Damage, Detection Method

References

[1] B. Chen, Y. Yang, Investigation and analysis of concrete-filled steel tubulur arch bridges, World Bridges. 02 (2006) 73-77.

[2] B. Chen, View and review of arch bridge technology, Journal of Fuzhou University (Natural Science). 01 (2009) 94-106.

[3] B. Chen, Application and research progress of concrete-filled-steel tTubular arch bridges, Highway. 11 (2008) 57-66.

[4] B. Chen, Concrete Filled Steel Tubulur Arch Bridges, second ed., China Communications Press, Beijing,2007.

[5] T. Zhang, The changing construction of yongjiang bridge short suspenders, Shanxi Science & Technology of Communications. 165 (2004) 47-49.

[6] X. Zhang, K. Xie, Y. Ren, Analying the reason and renovating project of "little south door Jinsha River bride of Yibin City" collapsing, Journal of Henan Urban Construction Junior College. 11 (2002) 15-17.

[7] X. Dong, Three Shanxi Bridge tied disease research and conservation strategy,Highway. 4 (2008) 90-94.

[8] Q. Song, Chongqing City, Qijiang County, Hongqiao large collapse causes and lessons learned accident, Construction Technology. 10 (1999) 54.

[9] G. Tang, Z. Zhu, et al, Health diagnosis of bridge suspender and cable, Highway. 09 (2002) 36-40.

[10] Z. Cai, Research of Concrete-Filled Steel Tube Arch Bridge Service State Evaluation Technology, South China University of Technology, Guangzhou, 2009.

[11] F. Wang, S. Yang, Application of basic principles of pathological anatomy and reveals the essence of main diseases of concrete filled steel tube arch bridge, in: The 17th National Academic Congress of Bridge, China Communications Press, Chongqing, 2006, pp.776-784.

[12] D. Liu, Early disease and maintenance of three shores Yongjiang bridge suspender, Guangxi Communication Science & Technology. 28 (2003) 100-101.

[13] S. Chen, Study on construction control technique in the process of replacing suspender of CFST arch bridge, Journal of Chongqing Jiaotong University (Natural Science). 24 (2005) 12-17.

[14] R. Hua, The analysis of the common diseases of the deterioration of arch bridge suspender, Journal of Anhui Institute of Architecture (Natural Science). 01 (2010) 17-22

[15] J. Lu, Research on the Damage of Hangers of Concrete-Filled Steel Tubular Arch Bridges, Tianjin University, Tianjin, 2005.

[16] S. Chen, Q. Zhang, J. Wang, Design and construction of suspender repair replacement scheme Chun Luqiao, East China Highway. 139 (2002) 13-14.

[17] W. Jiang, B. Yu, S. Xing, The fatigue reliability of existing steel pipe concrete arch bridge suspender analysis, Journal of China & Foreign Highway. 04 (2007) 131-134.

[18] H. Zhao, Y. Li, The arch bridge suspender damage progress evaluation mechanism and the research of life, Urban Roads Bridges & Flood Control. 01 (2010) 119-124.

[19] Q. Zheng, G. Sun, Defects Analysis and Reinforcement of Fochen Bridge, China Railway Science. 04 (2000) 21-29.

[20] A. Gu, J. Xu, Structural analysis of short suspenders of through or through arch bridge, Highway.05 (2002) 8-10.

[21] L. Li, Concrete filled steel tubular arch bridge suspender operation 10 years after the cable force change and disease analysis, Journal of Highway and TransportationResearch and Development. 03 (2009) 55-57.

[22] A. Bergamini, R. Christen, A Simple Approach to the Localization of Flaws in Large Diameter Steel Cables[C]. San Diego, CA, United states: SPIE, 2003:243-251.

DOI: 10.1117/12.484145

[23] G Wang, M L Wang, Y Zhao, et al. Application of Em Stress Sensors in Large Steel Cables[C]. San Diego, CA, United states: SPIE, 2005:395-406.

[24] D. Li, J. Ou, Monitoring damage of arch bridge suspender using acoustic emission Technique, Journal of Shenyang Jianzhu University(Natural Science). 01 (2007) 6-10.

[25] J. C. Russell, T. J. Lardner, Experimental Determination of Frequencies and Tension for Elastic Cables, Journal of Engineering Mechanics. 10 (1998) 1067-1072.

DOI: 10.1061/(asce)0733-9399(1998)124:10(1067)

[26] C. Hao, Cable force of cable-stayed bridge test method - flux method, Highway. 11 (2000) 30-31.

[27] K. R. Cooper, J. Elster, M. Jones, et al, Optical Fiber-Based Corrosion Sensor Systems for Health Monitoring of Aging Aircraft, Valley Forge, PA, United states: Institute of Electrical and Electronics Engineers Inc., 2001:847-856.

DOI: 10.1109/autest.2001.949466

[28] N. Deng, J. Ou, A new type smart parallel wire stay cable, Journal of Highway and Transportation Research and Development. 03 (2007) 82-85.

[29] D. Li, N. Deng, Fiber bragg grating sensor monitoring techniques and health diagnosis of arch bridge suspenders, Journal of Optoelectronics and laser. 01 (2007) 81-84