Non-uniform corrosion of steel in mortar induced by impressed current method: An experimental and numerical investigation

被引:39
作者
Fu, Chuanqing [1 ,2 ]
Jin, Nanguo [2 ]
Ye, Hailong [3 ]
Liu, Jiamin [2 ]
Jin, Xianyu [2 ]
机构
[1] Zhejiang Univ Technol, Coll Civil Engn & Architecture, Hangzhou 310034, Zhejiang, Peoples R China
[2] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310027, Zhejiang, Peoples R China
[3] Univ Hong Kong, Dept Civil Engn, Pokfulam, Hong Kong, Peoples R China
关键词
Non-uniform corrosion; Rust distribution; Reinforced concrete structure; X-ray microtomography; Finite element modeling; REINFORCED-CONCRETE STRUCTURES; INDUCED COVER CRACKING; CHLORIDE PENETRATION; REBAR CORROSION; RC STRUCTURES; SERVICE LIFE; TIME; ENVIRONMENT; PREDICTION; INITIATION;
D O I
10.1016/j.conbuildmat.2018.06.183
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this work, a new experimental method was proposed to rapidly induce non-uniform distribution of rust layers around steel bars in mortar and concrete. The proposed method is based on the impressed current method with short testing duration, but capable of inducing morphologies of rust distribution closer to those observed in natural corrosion environments than other existing methods. X-ray microtomography with image analysis techniques was implemented to quantify the rust formation and propagation in the proposed setups. A finite element model to systematically and semi-quantitatively investigate several experimental parameters (e.g., the distance between anode and cathode, the anodeto-cathode area ratio) was established and verified by a series of independent experimental programs. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:429 / 438
页数:10
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