Corrosion of steel bars in OPC mortar exposed to NaCl, MgCl2 and CaCl2: Macro- and micro-cell corrosion perspective

被引:51
作者
Poursaee, A. [1 ]
Laurent, A. [2 ]
Hansson, C. M. [2 ]
机构
[1] Purdue Univ, Dept Civil Engn, W Lafayette, IN 47907 USA
[2] Univ Waterloo, Dept Mech Engn, Waterloo, ON N2L 3G1, Canada
关键词
X-ray diffraction; Corrosion; Chloride; CHLORIDE BINDING; PORTLAND-CEMENT; PORE SOLUTION; CONCRETE; MAGNESIUM; ATTACK; PASTE;
D O I
10.1016/j.cemconres.2009.09.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In North America, corrosion of the steel rebar commonly occurs due to chloride attack from deicing salts. In Canada, based on the severity and temperature of the ambient environment, three different deicing salts, or combination of them, are used: NaCl, MgCl2 and CaCl2. In this paper, the effect of each of these salts on the corrosion of steel rebar and their impact on the durability of the mortar have been investigated. The results show that CaCl2 has the most negative effect on the steel and, in high concentrations, on the integrity of the mortar. MgCl2 also deteriorates the mortar if used in high concentration, while NaCl has no apparent effect on mortar durability even in high concentration. (C) 2009 Elsevier Ltd. All rights reserved
引用
收藏
页码:426 / 430
页数:5
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