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Experimental Research on the Apparent Corrosion Law of the Suspension Bridge Main Cable Steel Wire under Status of Holding Force |
HONG Hua1,2, CAO Su-gong1,2,3, FU Jun-lei1,3, TIAN Hao1,3 |
1. Zhejiang Scientific Research Institute of Transport, Hangzhou Zhejiang, 311305, China;
2. Department of Bridge Engineering, Tongji University, Shanghai 200092, China;
3. Zhejiang Provincial Engineering Research Center for Intelligent Operation and Maintenance Technology of Highway Bridge and Tunnel, Hangzhou Zhejiang 310023, China |
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Abstract Aiming at the problem of the corrosion law of the suspension bridge main cable steel wire under status of holding force, a set of electrolytic accelerated corrosion test device with preload was designed. The electrolytic accelerated corrosion test of the main cable steel wire of the suspension bridge in the state of holding force suspension bridge main cable steel wire under status of holding force was carried out. A total of 60 steel wires with diameter 5.25mm were selected under four working conditions of 0, 1000, 2000 and 3000με. The quality and diameter of steel wire after 0-4 days of electrolysis accelerated corrosion were measured. Also the change law of the average mass loss rate and cross-sectional loss rate of the main cable steel wire with strain and time growth was discussed. The results of the tests showed that with the increase of strain level and corrosion time, the corrosion of steel wire under the stress state is more obvious, the fluctuation of local characterization is more intense, and the corrosion presents a nonlinear growth trend. The mass loss of the steel wire with 3000 με after four days of accelerated electrolytic corrosion is similar to the 420 days test result of natural corrosion, and the change trend is consistent. Under accelerated corrosion conditions, the average mass loss rate of steel wire with 3000 με after four days of accelerated electrolytic corrosion is 6.40 times that of one day. At the same time, the average mass loss rate of steel wire with 3 000 με after one to four days of accelerated electrolytic corrosion are 1.17 times, 1.22 times, 2.27 times and 3.02 times than 2000 με respectively. The maximum section loss rate increases with the increase of strain and time, and it has a good correlation with the two variables. Therefore, the maximum section loss rate can be considered as the core intermediate variable to measure the corrosion grade of main cable steel wire.
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Received: 18 August 2021
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Fund:Supported by the Key Research and Development Program of Zhejiang Province (No.2021C01106); the Independent Research and Development Projects of Zhejiang Scientific Research Institute of Transport (No.ZK202301) |
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[1] WAN Tian-bao, CHEN Wei, SHEN Rui-li, WANG Zhong-bing. Overall Design of Dehumidification System for Long-span Suspension Bridge Based on Dry Air Conveying Inside Main Cable[J]. Bridge Construction, 2020(S2):55-61. (in Chinese)
[2] ZHANG Qiang-xian, ZHAO Hua-wei, FANG Yuan, et al. Application Progress on Corrosion and Protection of Main Cable Steel Wire of Suspension Bridge[J]. Journal of Nanjing Tech University (Natural Science Edition), 2020, 42(3):278-283. (In Chinese)
[3] FAN Hou-bin, TIAN Hao, CAO Su-gong, et al. Model Test Study of Change Mechanism of Temperatures and Humidity in Main Cable of Suspension Bridge[J]. Bridge Construction, 2017, 47(2):42-47. (in Chinese)
[4] CHEN Xiao-yu, TANG Mao-lin, SHEN Rui-li. Influencing Factors of Main Cable Wires Corrosion Rate of Suspension Bridge[J]. Journal of Chongqing Jiaotong University (Natural Science Edition), 2015, 34(1):25-29, 47. (in Chinese)
[5] CHEN Xiao-yu, TANG Mao-lin. A Method for Calculating Corrosion Rate of Main Cable Steel Wires of Suspension Bridge[J]. Journal of Highway and Transportation Research and Development, 2019, 36(02):43-49. (in Chinese)
[6] JI Hui, DU Qing, YU Long-gang. Main Cable Protection Technology for Daguhe Channel Bridge of Qingdao Bay Bridge[J]. Journal of Highway and Transportation Re-search and Development, 2010, 27(S1):135-137. (in Chinese)
[7] TAN Yong-gang, ZHANG Zhe, HUNG Cai-liang. An Analytical Method for Main Cable Configuration of Self-anchored Suspension Bridges[J]. Journal of Highway and Transportation Research and Development, 2007, 24(2):88-90, 98. (in Chinese)
[8] KE Wei. Investigation Report of Corrosion in China[M]. Beijing:Chemical Industry Press, 2003:30-56. (in Chinese)
[9] WANG Lei, SHE Qiang, ZHANG Xun-hui, et al. Study of Mechanical Property of Prestressed Strands Corroded in Artificial Climate[J]. Journal of Highway and Transportation Research and Development, 2017, 34(1):97-102. (inChinese)
[10] DING Guo-qing, CAI Jian-jun, ZHANG Bo. Features of Atmospheric Corrosion of Bridge Steel Structure[J]. Journal of Highway and Transportation Research and Development, 2010, 27(S1):63-66. (in Chinese)
[11] HAN Yi-xuan, XIN Fu-kai, ZHANG Guo-rong, et al. Mechanical Properties Degradation of Corroded Main Cable Wires of Suspension Bridge[J]. Journal of Chongqing Jiaotong University (Natural Science Edition), 2018, 37(12):11-17. (in Chinese)
[12] LI Jun, WU Jin. Dynamic Life Assessment of RC Structure in Process of Coupled Corrosion and Fatigue Deterioration[J]. Bridge Construction, 2012, 42(4):34-38. (in Chinese)
[13] CHEN Xiao-yu, TANG Mao-lin. Experimental Study of Corrosion Process and Resistance Changes of GalVanized Steel Wires for Main Cable of Suspension Bridge[J]. Bridge Construction, 2018, 48(1):60-64. (in Chinese)
[14] ZHANG Zhen-hao, CHEN Ji-gong, ZHU Xun. Corrosion Fatigue Reliability of Steel Box Girder Connection Details of a Cable-stayed Bridge Based on a Neural Network[J]. China Journal of Highway and Transport, 2019, 32(12):186-196. (in Chinese)
[15] CHEN A R, YANG Y Y, MA R J, et al. Experimental Study of Corrosion Effects on High-strength Steel Wires Considering Strain Influence[J]. Construction and Building Materials, 2020, 240:117910-117921.
[16] CUI C J, MA R J, CHEN A R, et al. Experimental Study and 3D Cellular Automata Simulation of Corrosion Pits on Q345 Steel Surface under Salt-spray Environment[J]. Corrosion Science, 2019, 154:80-89.
[17] YAO Guo-wen, LIU Chao-yue, WU Guo-qiang. Mechanism of Corrosion Damage of Stayed Cable under the Effect of Acid Rain and Loading Coupling[J]. Journal of Chongqing Jiaotong University (Natural Science Edition), 2016, 35(6):6-10. (in Chinese)
[18] LI Lu-wei. Morphology and Mechanical Property Evolution Model of Corroded Main Cable Wires Considering the Effect of Strain (Master Thesis)[D]. Shanghai:Tongji University, 2017. (in Chinese) |
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