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Research Article | Open Access

Effect of fatigue load on the bending tribo-corrosion-fatigue behaviors between the main cable wires

Bo WANG1, Dagang WANG1(), Jihong YE2, Liang TANG1, Hailang CHONG1, Wei XU1, Xinxin ZHANG1, Jianhao CHEN3, Haiyan DENG4, Jie ZHANG5, Guowen YAO6, Magd Abdel WAHAB7
School of Mechatronic Engineering, China University of Mining and Technology, Xuzhou 221116, China
Xuzhou Key Laboratory for Fire Safety of Engineering Structures, China University of Mining and Technology, Xuzhou 221116, China
National Wire Rope Quality Inspection Center, Nantong Product Quality Supervision and Inspection Institute, Nantong 226011, China
Jiangsu Langshan Wire Rope Co., Ltd., Nantong 226003, China
School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
Soete Laboratory, Faculty of Engineering and Architecture, Ghent University, Zwijnaarde B-9052, Belgium
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Abstract

The main cable bent around the saddle of the suspension bridge is subjected to the wind, the vehicle, the bridge’s own weight and the corrosive media. The coupling of the three loads and the environments causes the friction, the corrosion, and the fatigue (tribo-corrosion-fatigue) among the wires inside the main cable. In this paper, a wire bending tribo-corrosion-fatigue test rig was designed and developed. The effect of fatigue load on the bending friction behaviors between the cable wires in ultrapure water and 3.5% NaCl solution was explored. The tribological properties and electrochemical corrosion behaviors under different fatigue loading ranges were investigated. The tribo-corrosion-fatigue interaction between the cable wires was quantitatively characterized, and the mechanism of the interaction was analyzed. The results demonstrate that the increasing fatigue load exacerbates the coupling damage of the cable wires attributed to the enhanced interaction. The findings carry theoretical importance when assessing the main cable’s deterioration and the load-bearing safety of a suspension bridge.

Keywords

bendingtribo-corrosion-fatigueinteractionparallel steel wiresfatigue load

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Friction
Volume 12 Issue 7,
July 2024
Pages 1512-1531
DOI: 10.1007/s40544-023-0830-y
Cite this article:
WANG B, WANG D, YE J, et al. Effect of fatigue load on the bending tribo-corrosion-fatigue behaviors between the main cable wires. Friction, 2024, 12(7): 1512-1531. https://doi.org/10.1007/s40544-023-0830-y
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10.1007/s40544-023-0830-y.F001Test results of potentiodynamic polarization curves of fatigue wires worn in different mediums.

F max (N)1,4001,2001,000
WaterNaClWaterNaClWaterNaCl
Ecorr (V)–1.346–1.34–1.350–1.322–1.314–1.312
icorr (10–4 A·cm–2)5.3955.4804.6524.7813.8113.970

10.1007/s40544-023-0830-y.F002Volume loss components of cable wires when subjected to different fatigue loads at 2×105 cycles.

Maximum fatigue load (N)V (mm3)Vwear (mm3)Vcorr (mm3)Vwc (mm3)Vcw (mm3)Vcw/V (%)ΔV/V (%)
1,4000.660150.253270.004210.024060.3786157.3561.00
1,2000.173480.084150.004210.013440.0716841.3249.07
1,0000.106120.053740.004210.009410.0387636.5245.39