Abstract
The cable system is an important bearing element of a bridge with stay cables or slings and a matter of major concern in the safety of the bridge structure. Bridge cables are vulnerable to corrosion induced by leakage and soaking during their service life. To solve this problem, and based on the idea of proactive control by means of the impressed current cathodic protection (ICCP) of bridge cables, this study designs and develops an ICCP system device for bridge cable protection. In this study, an accelerated corrosion test was conducted to test the ICCP system of steel wires inside the cables and the cables under acid rain conditions. The corrosion protection behavior of ICCP was analyzed to reveal the corrosion protection mechanism of bridge cable ICCP. The results show that in the cable ICCP system, the impressed current generated by a more negative voltage may improve the efficiency of corrosion protection, but an excessively negative voltage may cause hydrogen embrittlement of the cable steel wire due to overprotection. The rational range of −1.13 V to −1.15 V was set as the result of the overall consideration. Within this range, the cable is subject to the joint protection of ICCP and sacrificial anode cathodic protection (SACP). Corrosive products can delay the development of cable corrosion to a certain degree; the SACP protection efficiency of the galvanized coat reduces gradually with corrosion development; and cable ICCP protection efficiency increases gradually. The ICCP for cable corrosion protection is transformed from joint protection using both a sacrificial anode and impressed current into protection, mainly using an impressed current.
Funder
National Natural Science Foundation of China
Natural Science Foundation of Chongqing
Chongqing Talent Plan Project
Open Fund Project of State Key Laboratory of Mountain Bridge and Tunnel Engineering
Chongqing Project of Joint Training Base Construction for Postgraduates
Subject
Surfaces, Coatings and Films,Mechanical Engineering
Reference49 articles.
1. Cold-drawn pearlitic steel wires;Borchers;Prog. Mater. Sci.,2016
2. Guowen, Y., Shiya, L., and Zengwei, G. (2022). Corrosion Fatigue Performance and Damage Mechanism of Bridge Cable Structures, Science Press.
3. Behavior of wires in parallel wire stayed cable under general corrosion effects;Xu;J. Constr. Steel Res.,2013
4. An investigation of the mechanisms causing large-amplitude wind-induced vibrations in stay cables using unsteady surface pressure measurements;McTavish;J. Wind Eng. Ind. Aerodyn.,2018
5. Ministry of Communications of the People’s Republic of China (2016). Cable of Parallel Steel Wires for Large-Span Cable-Stayed Bridge (JT/T775-2016).
Cited by
9 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献