期刊
CEMENT & CONCRETE COMPOSITES
卷 110, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2020.103587
关键词
Cr-modified reinforcing steel; Concrete; Passive film; Corrosion products; Pitting corrosion; Chlorides
资金
- National Natural Science Foundation of China [51678144]
- National Basic Research Program of China [2015CB655100]
- Southeast University Zhongying Young Scholars Project
In this paper, the evolution of natural passivation and chloride-induced corrosion, pitting corrosion resistance and corrosion products composition of two Cr-modified reinforcing steels and the low-carbon (LC) reinforcing steel in saturated Ca(OH)(2) solution with chlorides were evaluated by a combined electrochemical measurements (E-corr, LPR, EIS, CV and CPP) and surface analysis techniques (XPS, Raman, FT-IR, and SEM/EDS). The passive films enriched with Cr oxides/hydroxides were formed for Cr-modified steels, resulting in higher passivation capability and corrosion resistance than those of LC steel at natural passivation stage and chloride-induced corrosion stage, respectively. Also, it was confirmed that after chloride exposure, beta-FeOOH was widely identified on the outer surface of LC steel, while gamma-FeOOH was mainly pronounced for Cr-modified steels. Moreover, compared with LC steel, higher pitting corrosion resistance was evident for Cr-modified steels with various chloride concentrations. Finally, the mechanisms of natural passivation and chloride-induced pitting corrosion for steels in saturated Ca(OH)(2) solution were proposed.
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