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主管单位 中华人民共和国
工业和信息化部
主办单位 哈尔滨工业大学 主编 李隆球 国际刊号ISSN 0367-6234 国内刊号CN 23-1235/T

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引用本文:叶继红,申会谦,薛素铎.点蚀孔腐蚀钢构件力学性能劣化简化分析方法[J].哈尔滨工业大学学报,2016,48(12):70.DOI:10.11918/j.issn.0367-6234.2016.12.009
YE Jihong,SHEN Huiqian,XUE Suduo.Simplified analytical method of mechanical property degradation for steel members with pitting corrosion[J].Journal of Harbin Institute of Technology,2016,48(12):70.DOI:10.11918/j.issn.0367-6234.2016.12.009
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点蚀孔腐蚀钢构件力学性能劣化简化分析方法
叶继红1,申会谦1,薛素铎2
(1.混凝土及预应力混凝土结构教育部重点实验室(东南大学),南京 210018;2.北京工业大学 建筑工程学院,北京 100124)
摘要:
点蚀是一种局部和剧烈的腐蚀形态,导致钢结构构件力学性能退化,突然之间发生事故,对结构整体造成安全隐患.本文针对具有点蚀孔腐蚀特征的钢构件,提出一种通过等效弹性模量定量评价其力学性能劣化程度的简化分析方法.依据周期喷雾复合试验数据,以锈蚀率和最大点蚀深度为基础,对点蚀孔深度、直径及分布情况作出适当假定;考虑涂层寿命的影响,以锈蚀率相等为原则建立人工加速腐蚀试验和海洋大气条件下Q235钢构件腐蚀情况的转换关系.建立考虑点蚀影响的有限元构件模型,通过轴向均布力作用下的构件变形确定海洋大气环境不同暴露时间下点蚀构件的等效弹性模量,提出点蚀构件力学性能劣化分析的实用计算方法.数值算例验证了上述采用等效弹性模量分析腐蚀构件受力性能方法的正确性;计算结果表明,在相同锈蚀率条件下,点蚀构件的等效弹性模量低于均匀腐蚀构件.
关键词:  钢构件  腐蚀  点蚀  力学性能  简化分析方法
DOI:10.11918/j.issn.0367-6234.2016.12.009
分类号:TU391.3
文献标识码:A
基金项目:国家杰出青年科学基金(51125031)
Simplified analytical method of mechanical property degradation for steel members with pitting corrosion
YE Jihong1, SHEN Huiqian1, XUE Suduo2
(1.Key Laboratory of Concrete and Pre-stressed Concrete Structure (Southeast University), Ministry of Education, Nanjing 210018, China; 2.College of Architecture Civil Engineering, Beijing University of Technology, Beijing 100124, China)
Abstract:
Pitting corrosion is a local and severe form of corrosion, resulting in degradation of the mechanical properties for structural members and security risks for the whole structures caused by sudden accident. A simplified analytical method for the quantitative evaluation of the mechanical properties of steel members with pitting corrosion resistance was proposed by equivalent elastic modulus. Based on experimental data, an analytical method was proposed to calculate the mechanical properties of members with pitting corrosion. In this method, some assumptions about the pitting depth, diameter and distribution were put forward. Considering the influence of the coating life, the relationship of corrosion status between in laboratory and in ocean atmosphere was established according to the same corrosion rate. Based on axial compression FEM model, the equivalent elastic modulus of structural members with pitting corrosion was obtained. Through curve fitting, practical method was proposed to obtain the mechanical properties of members in ocean atmosphere. A numerical example demonstrated the validity of the proposed method using equivalent elastic modulus to analyze the mechanical properties of pitting corrosion members. The calculated results indicate that, with the same corrosion rate, the equivalent elastic modulus of pitting corrosion members is lower than that of uniform corrosion members.
Key words:  steel members  corrosion  pitting  mechanical property  simplified analytical method

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