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A study on the corrosion resistance of Cr-bearing rebar in mortar in corrosive environments involving chloride attack and carbonation

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dc.contributor.authorTae, Sung-Ho-
dc.contributor.authorUjiro, Takumi-
dc.date.accessioned2021-06-23T20:44:41Z-
dc.date.available2021-06-23T20:44:41Z-
dc.date.created2021-01-21-
dc.date.issued2007-05-
dc.identifier.issn0915-1559-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/44389-
dc.description.abstractNine types of reinforcing steels having different Cr contents were placed in mortar simulating environments involving chloride attack, carbonation, and combined deterioration and subjected to corrosion-accelerating test for fundamental research on the corrosion resistance of Cr-bearing rebars in corrosive environments where reinforced concrete structures are to be constructed. The polarization resistance and corrosion potential of Cr-bearing rebars were then measured at temperatures of 60, 40, and 20 degrees C to investigate their electrochemical properties in corrosive environments. Their corrosion area and average corrosion rate at the end of 40 cycles of corrosion-accelerating testing were also calculated to investigate their corrosion resistance. As a result, the corrosion resistance of Cr-bearing rebars was found to increase as their Cr content increases in all corrosive environments, and the excellent corrosion resistance of Cr-bearing rebars with Cr contents of 5 % or more and 7 % or more was confirmed in uncarbonated and carbonated environments, respectively, with a chloride ion content of 1.2 kg/m(3).-
dc.language영어-
dc.language.isoen-
dc.publisherIRON STEEL INST JAPAN KEIDANREN KAIKAN-
dc.titleA study on the corrosion resistance of Cr-bearing rebar in mortar in corrosive environments involving chloride attack and carbonation-
dc.typeArticle-
dc.contributor.affiliatedAuthorTae, Sung-Ho-
dc.identifier.doi10.2355/isijinternational.47.715-
dc.identifier.scopusid2-s2.0-34547199980-
dc.identifier.wosid000246896900013-
dc.identifier.bibliographicCitationISIJ INTERNATIONAL, v.47, no.5, pp.715 - 722-
dc.relation.isPartOfISIJ INTERNATIONAL-
dc.citation.titleISIJ INTERNATIONAL-
dc.citation.volume47-
dc.citation.number5-
dc.citation.startPage715-
dc.citation.endPage722-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaMetallurgy & Metallurgical Engineering-
dc.relation.journalWebOfScienceCategoryMetallurgy & Metallurgical Engineering-
dc.subject.keywordPlusREINFORCED-CONCRETE-
dc.subject.keywordPlusPERFORMANCE-
dc.subject.keywordPlusSTEEL-
dc.subject.keywordPlusSALT-
dc.subject.keywordAuthorCr-bearing rebar-
dc.subject.keywordAuthorcorrosion resistance-
dc.subject.keywordAuthorchloride attack-
dc.subject.keywordAuthorcarbonation-
dc.subject.keywordAuthorcorrosion rate-
dc.identifier.urlhttps://www.scopus.com/record/display.uri?eid=2-s2.0-34547199980&origin=inward&txGid=5555b9d3d4e50ed9132ae88b139caa8c-
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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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