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高铁转向架用S390耐候钢在模拟工业大气环境中的耐蚀性
          
Corrosion Resistance of S390 Weathering Steel for High Speed Rail Bogie in Simulated Industrial Atmospheric Environment

摘    要
采用周期浸润腐蚀试验、电化学测试、失重法、扫描电镜(SEM)和X射线衍射仪(XRD)研究了高铁转向架构架用S390耐候钢和Q345B钢在模拟工业大气环境中的腐蚀行为。结果表明:随着腐蚀时间的延长,S390耐候钢和Q345B钢的腐蚀速率均呈下降趋势,S390耐候钢的腐蚀质量损失率是Q345B的65%~70%;S390耐候钢和Q345B钢表面的腐蚀产物均由Fe2O3,Fe3O4以及少量的α-FeO (OH)组成,S390耐候钢表面腐蚀产物中α-FeO (OH)含量较高,且其腐蚀产物膜较均匀和致密,其长度方向腐蚀产物厚度变化较均匀;经不同时间腐蚀后,S390耐候钢的自腐蚀电位较高,表明其耐蚀性较好。
标    签 高铁转向架   工业大气环境   S390耐候钢   Q345B钢   周期浸润腐蚀试验   high speed rail bogie   industrial atmospheric environment   S390 weathering steel   Q345B steel   periodic infiltration corrosion test  
 
Abstract
The corrosion behavior of S390 weathering steel and Q345B steel in simulated industrial atmospheric environment was studied by periodic infiltration corrosion test, electrochemical test, weight loss method, scanning electron microscopy (SEM) and X-ray diffractometer (XRD). The results showed that the corrosion rates of S390 weathering steel and Q345B steel decreased with the increase of corrosion time, and the mass loss rates of S390 weathering steel were 65%-70% of Q345B. The surface corrosion products of S390 weathering steel and Q345B steel were composed of Fe2O3, Fe3O4 and a small amount of α-FeO(OH). The content of α-FeO(OH) in the corrosion products on surface of S390 weathering steel was relatively high, and the corrosion product layer was relatively uniform and dense, and the thickness variation of the corrosion product layer in the length direction was relatively uniform. After different corrosion time, the free corrosion potential of S390 weathering steel was relatively high, indicating that its corrosion resistance was relatively good.

中图分类号 TG172.3+1   DOI 10.11973/fsyfh-202206008

 
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所属栏目 试验研究

基金项目 国家十三五重点研发计划项目(2017YFB0304602)

收稿日期 2020/7/1

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引用该论文: WANG Yueying,WANG Yunlong,YU Wei,LI Yitong,CHEN Yulai. Corrosion Resistance of S390 Weathering Steel for High Speed Rail Bogie in Simulated Industrial Atmospheric Environment[J]. Corrosion & Protection, 2022, 43(6): 41


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