[1]徐亦冬,钱春香,孙家瑛.化学-力学耦合作用下混凝土内钢筋蚀坑的演化及分布规律[J].东南大学学报(自然科学版),2012,42(3):492-497.[doi:10.3969/j.issn.1001-0505.2012.03.019]
 Xu Yidong,Qian Chunxiang,Sun Jiaying.Evolution and distribution of corrosion pits in reinforcing bars under coupled chemo-mechanical attacks[J].Journal of Southeast University (Natural Science Edition),2012,42(3):492-497.[doi:10.3969/j.issn.1001-0505.2012.03.019]
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化学-力学耦合作用下混凝土内钢筋蚀坑的演化及分布规律()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
42
期数:
2012年第3期
页码:
492-497
栏目:
材料科学与工程
出版日期:
2012-05-20

文章信息/Info

Title:
Evolution and distribution of corrosion pits in reinforcing bars under coupled chemo-mechanical attacks
作者:
徐亦冬12 钱春香13 孙家瑛2
1 东南大学材料科学与工程学院, 南京 211189; 2 浙江大学宁波理工学院绿色建材与废弃物资源化研究中心, 宁波 315100; 3 东南大学江苏省土木工程材料重点实验室, 南京 211189
Author(s):
Xu Yidong12 Qian Chunxiang13 Sun Jiaying2
1 School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
2 Research Center of Green Building Materials and Waste Resources Reuse, Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, China
3 Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing 211189, China
关键词:
化学-力学耦合 钢筋锈蚀 蚀坑演化 蚀坑分布
Keywords:
chemo-mechanical coupling steel corrosion pitting evolution pitting distribution
分类号:
TU503
DOI:
10.3969/j.issn.1001-0505.2012.03.019
摘要:
基于概率与统计知识,对化学-力学耦合作用下钢筋蚀坑的演化及其分布进行研究.结果表明氯盐侵蚀下钢筋蚀坑的演化可分为3个阶段:微观非稳态点蚀形核、细观亚稳态蚀坑、宏观稳态蚀坑.单一氯盐腐蚀作用下形成的宏观稳态蚀坑深度相对较小,而拉应力的引入将加剧钢筋表面化学/物理性质的不均匀,从而导致宏观稳态蚀坑深度较大.在氯盐及其与拉应力耦合作用下,钢筋蚀坑分布均优先满足韦伯分布.在一定的锈蚀环境下,尺度参数与锈蚀率之间呈良好的线性关系,但形状参数则与锈蚀率基本无关.据此建立了基于韦伯分布的蚀坑预测模型,预测值与实测数据符合较好.
Abstract:
Based on the probability theory and mathematical statistics, the evolution and distribution of corrosion pits in reinforcing bars under coupled chemo-mechanical attacks are studied. The results show that the evolution of corrosion pits involves three stages: unsteady pitting nucleation in micro-scale, metastable pitting in meso-scale, and steady-state pitting in macro-scale. Under chloride attack, the corrosion pit depth in macro-scales is relatively small. While under the coupled chemo-mechanical effect, the chemical/physical properties of steel surface become uneven, which leads to larger corrosion pit depth. The pitting depth in reinforcing bars conforms to the Weibull distribution preferentially under either chloride or simultaneous tensile stress and chloride attacks. Under certain corrosion environment, the linear regression model fits the relationship between scale parameter and corrosion rate. However, there is no significant relationship between shape parameter and corrosion rate. A predicting model based on the Weibull distribution is established, and the predicted values and the observed ones are in good accordance.

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备注/Memo

备注/Memo:
作者简介: 徐亦冬(1980—),男,博士生,讲师; 钱春香(联系人),女,博士,教授,博士生导师,cxqian@seu.edu.cn.
基金项目: 国家重点基础研究发展计划(973计划)资助项目(2009CB623203)、国家自然科学基金资助项目(51008276).
引文格式: 徐亦冬,钱春香,孙家瑛.化学-力学耦合作用下混凝土内钢筋蚀坑的演化及分布规律[J].东南大学学报:自然科学版,2012,42(3):492-497. [doi:10.3969/j.issn.1001-0505.2012.03.019]
更新日期/Last Update: 2012-05-20