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镀锌和高尔凡高强度钢丝的腐蚀疲劳退化特性

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

作者信息

Zhao Yue, Su Botong, Fan Xiaobo, Yuan Yangguang, Zhu Yiyun

机构信息

School of Civil Engineering and Architecture, Xi'an University of Technology, Xi'an 710048, China.

Xi'an Municipal Engineering Design & Research Institute Co., Ltd., Xi'an 710068, China.

出版信息

Materials (Basel). 2023 Jan 11;16(2):708. doi: 10.3390/ma16020708.

Abstract

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.

摘要

缆索是缆索桥的主要承重部件,通常由具有镀锌涂层或Galfan涂层的高强度钢丝组成。由于Galfan钢丝比镀锌钢丝具有更好的耐腐蚀性,近年来开始被广泛应用。两种钢丝涂层的腐蚀特性以及腐蚀疲劳过程的差异尚不清楚。为进一步提高缆索桥的使用性能和维护水平,本研究通过加速腐蚀试验研究了镀锌钢丝和Galfan钢丝的腐蚀特性,建立了高强度钢丝均匀腐蚀和点蚀的时变模型。然后,以一座大跨度悬索桥为研究对象,基于交通监测数据,分析了两种钢丝在交通荷载作用下的腐蚀疲劳退化情况。结果表明,两种钢丝的均匀腐蚀均符合指数发展趋势,镀锌钢丝的腐蚀系数符合正态分布,Galfan钢丝的腐蚀系数符合柯西分布。两种钢丝的最大点蚀系数分布均符合广义极值分布。两种分布的位置参数和尺度参数均随腐蚀时间的增加呈指数下降趋势。当交通强度较低时,钢丝的腐蚀特性是影响其使用寿命的主要因素,Galfan钢丝的平均使用寿命明显高于镀锌钢丝。在交通流量密集的情况下,钢丝的使用寿命主要受交通荷载控制,Galfan钢丝的使用寿命略有提高。有效的防腐措施是提高钢丝使用寿命的关键因素。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b4cc/9861807/d109599c398c/materials-16-00708-g001.jpg

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