Corrosion Fatigue Degradation Characteristics of Galvanized and Galfan High-Strength Steel Wire

被引:8
|
作者
Zhao, Yue [1 ]
Su, Botong [1 ]
Fan, Xiaobo [2 ]
Yuan, Yangguang [3 ]
Zhu, Yiyun [1 ]
机构
[1] Xian Univ Technol, Sch Civil Engn & Architecture, Xian 710048, Peoples R China
[2] Xian Municipal Engn Design & Res Inst Co Ltd, Xian 710068, Peoples R China
[3] Xian Univ Sci & Technol, Sch Architecture & Civil Engn, Xian 710054, Peoples R China
关键词
high strength steel wire; corrosion fatigue; uniform corrosion; pitting corrosion; traffic load; PITTING CORROSION; STRUCTURAL RELIABILITY; EMBRITTLEMENT; PERFORMANCE; BEHAVIOR; ALLOY; MODEL;
D O I
10.3390/ma16020708
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Cables are the main load-bearing components of a cable bridge and typically composed of high strength steel wires with a galvanized coating or Galfan coating. Galfan steel wire has recently started to be widely used because of its better corrosion resistance than galvanized steel wire. The corrosion characteristics of the coating and the difference in the corrosion fatigue process of the two types of steel wire are unclear. To further improve the service performance and maintenance of cable bridges, this study investigated the corrosion characteristics of galvanized steel wire and Galfan steel wire through accelerated corrosion tests and established a time-varying model of uniform corrosion and pitting corrosion of high-strength steel wire. Then, a long-span suspension bridge was taken as the research object, and the corrosion fatigue degradation of the two kinds of steel wire under a traffic load was analyzed on the basis of traffic monitoring data. The results showed that the uniform corrosion of the two types of steel wire conformed to an exponential development trend, the corrosion coefficient of galvanized steel wire conformed to the normal distribution, and the corrosion coefficient of Galfan steel wire conformed to the Cauchy distribution. The maximum pitting coefficient distribution of the two kinds of steel wire conformed to the generalized extreme value distribution. The location parameters and scale parameters of the two distributions showed an exponential downward trend with the increase of corrosion duration. When the traffic intensity was low, the corrosion characteristics of the steel wire was the main factor affecting its service life, and the average service life of Galfan steel wire was significantly higher than that of galvanized steel wire. Under a dense traffic flow, the service life of the steel wire was mainly controlled by the traffic load, and the service life of Galfan steel wire was slightly improved. Effective anti-corrosion measures are a key factor for improving the service life of steel wire.
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页数:23
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