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Time-varying Reliability Analysis of Corroded Bridge Cables Based on Fuzzy Failure Criterion |
WANG Tian-peng1,2, ZHANG Jian-ren1, WANG Lei1, MA Ya-fei1 |
1. School of Civil Engineering, Changsha University of Science & Technology, Changsha Hunan 410114, China;
2. School of Civil Engineering, Central South University of Forestry and Technology, Changsha Hunan 410004, China |
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Abstract The increasingly prominent durability problem of bridge cables not only leads to costly replacement but also causes safety concerns. This paper studies the time-varying reliability of corroded bridge cables through considering fuzzy failuare criterion. Firstly, the resistance degradation model of the corroded cable is established based on the corrosion rate of the steel wire and the corrosion propagation law of the cable section. Then, a time-varying reliability model of cable corrosion considering fuzzy failure criterion is proposed based on safety factor and the fuzziness of cable failure in operation period. A case study was carried out to compare the proposed model and the one with clear failure criterion with considering the time-varying reliability of service cable under different corrosion environment. The results show that the proposed model can reflect the variation of cable reliability in different corrosion environment and service time. Compared with the clear failure criterion, the gradual change rule of time-varying reliability index under the fuzzy failure criterion is better and is more consistent with the engineering practice. It avoids the difficulty in selecting the safety factor under the clear failure criterion at a certain degree. The time-varying reliability index of corroded cables has obvious time division, and it gradually decreases with the corrosion degree of steel wires. The service life of the cable with local sheath damage is only 8-10 years. Due to the irreversibility of steel wire corrosion, avoiding sheath damage and strengthening early flaw detection capability are the key to ensure the cable durability.
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Received: 09 September 2020
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Fund:Supported by the National Basic Research Development Program of China (973 Program) (No.2015CB057705);National Natural Science Foundation of China (Nos. 51478050, 51778068) |
Corresponding Authors:
WANG Tian-peng
E-mail: wang_tian_peng@126.com
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[1] ZHANG Jin-quan, LI Cheng-chang, ZHENG Xiao-hua, et al. Bridge Cables and Slings[M].Beijing:China Communications Press, 2013:9-13. (in Chinese)
[2] BETTI R, WEST A C, VERMAAS G, et al. Corrosion and Embrittlement in High-strength Wires of Suspension Bridge Cables[J]. Journal of Bridge Engineering, 2005, 10(2):151-162.
[3] CAMO S. Probabilistic Strength Estimates and Reliability of Damaged Parallel Wire Cables[J]. Journal of Bridge Engineering, 2003, 8(9):297-311.
[4] XU Jun. Damage Evolution Mechanism and Remained Service Lives Evaluation of Stayed Cables[D]. Shanghai:Tongji University, 2006:60-82. (in Chinese)
[5] ZHU J S, XIAO R C, HE L Z. Probability Evaluation Method for Cable Safety of Long-span Cable-stayed Bridges[J]. Journal of Southeast University:English ed. 2007, 23(1):92-97.
[6] LAN Cheng-ming, LI Hui, JU Yang. Bearing Capacity Assessment for Parallel Wire Cables[J]. China Civil Engineering Journal, 2013, 46(5):31-38. (in Chinese)
[7] HOU N, SUN L, CHEN L. Cable Reliability Assessments for Cable-Stayed Bridges using Identified Tension Forces and Monitored Loads[J]. Journal of Bridge Engineering, 2020, 25(7):1-12.
[8] FABER M H, ENGELUND S, RACKWITZ R. Aspects of Parallel Wire Cable Reliability[J].Structural Safety, 2003, 25(2):201-225.
[9] ELACHACHI S M, BREYSSE D, YOTTE S, et al. A Probabilistic Multi-scale Time Dependent Model for Corroded Structural Suspension Cables[J]. Probabilistic Engineering Mechanics, 2006, 21(3):235-245.
[10] MA Xiao-li, WANG Li-bin, DING Sheng. Time-dependent Failure Probability Analysis of Corroded Parallel Wire Cable[J]. Engineering Mechanics, 2012, 29(4):210-216. (in Chinese)
[11] KARANCI E, BETTI R. Modeling Corrosion in Suspension Bridge Main Cables. II:Long-Term Corrosion and Remaining Strength[J]. Journal of Bridge Engineering, 2018, 23(6):04018026-1-15.
[12] LIU Mu-yu, CHEN Qi-feng, WU Zhi-qiang. Time-dependent Reliability Analysis of Strand Cables of Cable-stayed Bridges Considering Fretting-fatigue Factor[J].China Civil Engineering Journal, 2012, 45(7):141-147. (in Chinese)
[13] FURUYA K, KITAGAWA M, NAKAMURA S I, et al. Corrosion Mechanism and Protection Methods for Suspension Bridge Cables[J]. Structural Engineering International, 2000, 10(3):189-193.
[14] XU Hong, HUANG Ping-ming. Analysis of Daniel Effect for Parallel Wire Cable[J]. Journal of Railway Science and Engineering, 2008, 5(2):38-41. (in Chinese)
[15] CAO Chu-nan. Natural Environment Corrosion of Chinese Materials[M].Beijing:Chemical Industry Press, 2004:92-98. (in Chinese)
[16] YANG W J, YANG P, LI X M, et al. Influence of Tensile Stress on Corrosion Behavior of High-strength Galvanized Steel Bridge Wires in Simulated Acid Rain[J].Material and Corrosion, 2012, 63(5):401-408.
[17] JTG/T D65-01-2007, Guidelines for Design of Highway Cable-stayed Bridge[S]. (in Chinese)
[18] PTI Committee DC-45. Recommendations for Stay Cable Design, Testing and Installation[S].5th ed. Farminton Hills:Post-Tensioning Institut, 2007.
[19] JIANG Chao, LIU Min, HAN Xu, et al. A Time Varying Reliability Analysis Method Considering Fuzzy Failure Criterion[J]. Mechanical Science and Technology for Aerospace Engineering, 2015, 34(11):1699-1704. (in Chinese)
[20] QIN Quan, HE Rui, YANG Xiao-gang. Clarification of a Wrong Concept in the Field of Time-varying Structural Reliability[J]. Engineering Mechanics, 2009, 26(8):201-204. (in Chinese)
[21] SHEN Rui-li, WANG Wen-di, WANG Lu, et al. Study on Time-variant Calculation Method of Prestressed Anchor System of Suspension Bridge Based on Reliability Theory[J].Journal of Highway and Transportation Research and Development, 2019, 36(9):57-64.
[22] YOU Ji, FANG Tao, FU Gong-kang. Calculation of Targeting Reliability Index for Bearing Capacity Evaluation of Highway Bridges in China[J]. World Bridges, 2013, 41(3):73-76. (in Chinese) |
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