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Passivation and depassivation properties of Cr–Mo alloyed corrosion-resistant steel in simulated concrete pore solution
https://orcid.org/0000-0003-3824-7116
Abstract This paper is aimed to investigate the passivation and depassivation properties of the Cr–Mo corrosion resistance (CR) steel in the simulated concrete pore solution (SCPS). Electrochemical methods, XPS and AFM tests were used to investigate the composition and morphology characterizations of passive film. As the results shown, passivation of CR steel will start and complete in the SCPS in one or two days, while that of LC steel is in three days. The passive film is mainly composed of metal oxides or hydroxides, and the metal oxidation degree varies with depth of the film. When exposed to Cl− with a concentration high enough, the passive film will be gradually dissolved. The CR steel shows higher corrosion resistance than the LC steel. By theoretical analysis, the growth of passive film can be divided into four steps. The theoretical thickness of the CR steel is thinner than that of the LC steel.
Highlights Passivation property of corrosion resistance steel in concrete was investigated. Corrosion resistance performance of the new steel in concrete was investigated. Passive films of the steel in concrete were tested and analyzed by XPS and AFM. The passivation mechanisms of steel in concrete were discussed. The theoretical thickness of passive film of steel was calculated.
Passivation and depassivation properties of Cr–Mo alloyed corrosion-resistant steel in simulated concrete pore solution
https://orcid.org/0000-0003-3824-7116
Abstract This paper is aimed to investigate the passivation and depassivation properties of the Cr–Mo corrosion resistance (CR) steel in the simulated concrete pore solution (SCPS). Electrochemical methods, XPS and AFM tests were used to investigate the composition and morphology characterizations of passive film. As the results shown, passivation of CR steel will start and complete in the SCPS in one or two days, while that of LC steel is in three days. The passive film is mainly composed of metal oxides or hydroxides, and the metal oxidation degree varies with depth of the film. When exposed to Cl− with a concentration high enough, the passive film will be gradually dissolved. The CR steel shows higher corrosion resistance than the LC steel. By theoretical analysis, the growth of passive film can be divided into four steps. The theoretical thickness of the CR steel is thinner than that of the LC steel.
Highlights Passivation property of corrosion resistance steel in concrete was investigated. Corrosion resistance performance of the new steel in concrete was investigated. Passive films of the steel in concrete were tested and analyzed by XPS and AFM. The passivation mechanisms of steel in concrete were discussed. The theoretical thickness of passive film of steel was calculated.
Passivation and depassivation properties of Cr–Mo alloyed corrosion-resistant steel in simulated concrete pore solution
https://orcid.org/0000-0003-3824-7116
Abstract This paper is aimed to investigate the passivation and depassivation properties of the Cr–Mo corrosion resistance (CR) steel in the simulated concrete pore solution (SCPS). Electrochemical methods, XPS and AFM tests were used to investigate the composition and morphology characterizations of passive film. As the results shown, passivation of CR steel will start and complete in the SCPS in one or two days, while that of LC steel is in three days. The passive film is mainly composed of metal oxides or hydroxides, and the metal oxidation degree varies with depth of the film. When exposed to Cl− with a concentration high enough, the passive film will be gradually dissolved. The CR steel shows higher corrosion resistance than the LC steel. By theoretical analysis, the growth of passive film can be divided into four steps. The theoretical thickness of the CR steel is thinner than that of the LC steel.
Highlights Passivation property of corrosion resistance steel in concrete was investigated. Corrosion resistance performance of the new steel in concrete was investigated. Passive films of the steel in concrete were tested and analyzed by XPS and AFM. The passivation mechanisms of steel in concrete were discussed. The theoretical thickness of passive film of steel was calculated.
Passivation and depassivation properties of Cr–Mo alloyed corrosion-resistant steel in simulated concrete pore solution
Jin, Zuquan (author) / Xiong, Chuansheng (author) / Zhao, Tiejun (author) / Du, Yujiao (author) / Zhang, Xiaoying (author) / Li, Ning (author) / Yu, Yong (author) / Wang, Penggang (author)
2021-12-08
Article (Journal)
Electronic Resource
English
A study on chloride-induced depassivation of mild steel in simulated concrete pore solution
| British Library Online Contents | 2002
A study on chloride-induced depassivation of mild steel in simulated concrete pore solution
| Online Contents | 2002
| British Library Online Contents | 2017