Interactive effects of moisture, chloride, and carbonation on rebar corrosion in mortar

被引:1
|
作者
Li, Gang [1 ]
Evitts, Richard [2 ]
Boulfiza, Moh [1 ]
机构
[1] Univ Saskatchewan, Dept Civil Geol & Environm Engn, Saskatoon, SK, Canada
[2] Univ Saskatchewan, Dept Chem & Biol Engn, Saskatoon, SK, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Rebar corrosion; Carbonation; Chloride; Water content; Saturation; Resistivity; Mortar; Depassivation; Ohmic control; REINFORCED-CONCRETE; MICROSTRUCTURE CHARACTERISTICS; STEEL REINFORCEMENT; PORE-STRUCTURE; CEMENT PASTE; RESISTIVITY; POLARIZATION; EVOLUTION; HUMIDITY; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2024.137440
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the synergistic effects of chloride ions, carbonation, and relative humidity on rebar corrosion in mortar, elucidating the complex interactions at the rebar-mortar interface. Findings reveal that chloride ions and carbonation significantly alter the volumetric water content and resistivity of mortar, leading to non-binary corrosion behaviour through area effect, ohmic control, and anode-to-cathode ratio. In chloridefree, non-carbonated mortar, the area effect dominates, whereas the presence of chloride introduces ohmic control and a saturation-dependent anode-to-cathode ratio. In carbonated mortar, a distinctive ohmic control mechanism emerges, governed by local ionic conductivity. This study highlights the critical need to consider these combined effects for accurate prediction and mitigation of rebar corrosion in concrete structures. By advancing the understanding of these mechanisms, the research provides valuable insights for improving the durability of reinforced concrete structures exposed to harsh environmental conditions.
引用
收藏
页数:17
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