Corrosion Resistance of Cr10Mo1 Alloy Corrosion-Resistant Steel in Seawater–Sea Sand Concrete Pore SolutionSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007::page 04024149-1DOI: 10.1061/JMCEE7.MTENG-16693Publisher: American Society of Civil Engineers
Abstract: This paper is aimed to study the corrosion resistance of Cr10Mo1 alloy corrosion-resistant steel (CR) in the seawater–sea sand concrete pore solution (SWSSCPS), compared with low-carbon steel (LC) and stainless steel (SS). X-ray photoelectron spectroscopy (XPS), SEM, atomic force microscope, and Mott–Schottky curve tests are applied to obtain information on the composition, structure, and morphology of the corrosion-resistant (CR) passive film. Finally, the difference between CR passive film and the other two kinds of steels under chloride attack is investigated, and the apparent morphology, microstructure, and chemical composition of the CR passive film during the attack are analyzed. With the exposure time increased, the passive film and interfacial integrity of CR are approximately equivalent to that of SS in terms of phase angle in the midband and low-frequency band modulus, indicating the anticorrosion performance of CR has a much better effect than that of LC and close to that of SS. The results reveal that the FeO in the passive film outer layer and a high amount of Cr2O3/Cr(OH)3 in the inner layer prevent CR from further corrosion by chloride ions.
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contributor author | Zhongyi Xin | |
contributor author | Fengjuan Wang | |
contributor author | Le Guo | |
contributor author | Huande Chen | |
contributor author | Zhiyong Liu | |
contributor author | Jinyang Jiang | |
date accessioned | 2024-12-24T10:34:07Z | |
date available | 2024-12-24T10:34:07Z | |
date copyright | 7/1/2024 12:00:00 AM | |
date issued | 2024 | |
identifier other | JMCEE7.MTENG-16693.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4299165 | |
description abstract | This paper is aimed to study the corrosion resistance of Cr10Mo1 alloy corrosion-resistant steel (CR) in the seawater–sea sand concrete pore solution (SWSSCPS), compared with low-carbon steel (LC) and stainless steel (SS). X-ray photoelectron spectroscopy (XPS), SEM, atomic force microscope, and Mott–Schottky curve tests are applied to obtain information on the composition, structure, and morphology of the corrosion-resistant (CR) passive film. Finally, the difference between CR passive film and the other two kinds of steels under chloride attack is investigated, and the apparent morphology, microstructure, and chemical composition of the CR passive film during the attack are analyzed. With the exposure time increased, the passive film and interfacial integrity of CR are approximately equivalent to that of SS in terms of phase angle in the midband and low-frequency band modulus, indicating the anticorrosion performance of CR has a much better effect than that of LC and close to that of SS. The results reveal that the FeO in the passive film outer layer and a high amount of Cr2O3/Cr(OH)3 in the inner layer prevent CR from further corrosion by chloride ions. | |
publisher | American Society of Civil Engineers | |
title | Corrosion Resistance of Cr10Mo1 Alloy Corrosion-Resistant Steel in Seawater–Sea Sand Concrete Pore Solution | |
type | Journal Article | |
journal volume | 36 | |
journal issue | 7 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-16693 | |
journal fristpage | 04024149-1 | |
journal lastpage | 04024149-12 | |
page | 12 | |
tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007 | |
contenttype | Fulltext |