An investigation into corrosion around voids at the steel-concrete interface

被引:2
|
作者
Hren, Miha [1 ]
Kosec, Tadeja [1 ]
Legat, Andraz [1 ]
机构
[1] Slovenian Natl Bldg & Civil Engn Inst, Dimiceva Ul 12, Ljubljana 1000, Slovenia
基金
欧盟地平线“2020”;
关键词
Concrete; Mortar; Steel-concrete interface; Coupled multi-electrode array; Electrical resistance sensors; Chlorides; Carbonation; Computed tomography; microCT; CREVICE CORROSION; RESISTANCE; MECHANISM; ARRAYS; MORTAR; CRACK;
D O I
10.1016/j.cemconres.2024.107545
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the influence of voids on corrosion process at the steel-concrete interface was investigated, as the exact influence of these features on corrosion processes under various environmental conditions is not entirely understood. Coupled multi electrode arrays and electrical resistance probes were implemented to monitor the evolution of corrosion under cyclic exposure to chlorides and carbonation. MicroCT was used to determine the location and volume of corrosion damage. It was found that, in most cases, corrosion damage initiated outside the voids. During initiation and the early propagation phase, the steel beneath the voids rarely participated in the redox reaction. In following phases, various kinds of corrosion evolution were observed. Specific corrosion mechanisms were proposed and discussed to explain these corrosion processes.
引用
收藏
页数:17
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