The distribution of hydration products at the steel-concrete interface for concretes subjected to electrochemical treatment
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Reou, J. S. | - |
dc.contributor.author | Ann, K. Y. | - |
dc.date.accessioned | 2021-06-23T13:05:14Z | - |
dc.date.available | 2021-06-23T13:05:14Z | - |
dc.date.created | 2021-01-21 | - |
dc.date.issued | 2010-06 | - |
dc.identifier.issn | 0010-938X | - |
dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/39773 | - |
dc.description.abstract | Mortar specimens containing steel ribbon after electrochemical treatment, were manufactured to mimic the steel-concrete interface for microscopic analysis of SEM image containing the steel-concrete interface. The SEM image was quantified to determine the distribution of hydrations at the steel interface. As a result, it was found that electrochemical treatment increased the content of calcium hydroxide up to about 13%, imposing the passivity of steel. However, an increase in the current density resulted in increased porosity, presumably leading to a debondment in particular at the greatest current of 750 mA/m(2). After the treatment unhydrated cement grains increased by 2-3 times. (C) 2010 Elsevier Ltd. All rights reserved. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Pergamon Press Ltd. | - |
dc.title | The distribution of hydration products at the steel-concrete interface for concretes subjected to electrochemical treatment | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Ann, K. Y. | - |
dc.identifier.doi | 10.1016/j.corsci.2010.02.037 | - |
dc.identifier.scopusid | 2-s2.0-77950298960 | - |
dc.identifier.wosid | 000277953000036 | - |
dc.identifier.bibliographicCitation | Corrosion Science, v.52, no.6, pp.2197 - 2205 | - |
dc.relation.isPartOf | Corrosion Science | - |
dc.citation.title | Corrosion Science | - |
dc.citation.volume | 52 | - |
dc.citation.number | 6 | - |
dc.citation.startPage | 2197 | - |
dc.citation.endPage | 2205 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalResearchArea | Metallurgy & Metallurgical Engineering | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Metallurgy & Metallurgical Engineering | - |
dc.subject.keywordPlus | CHLORIDE-INDUCED CORROSION | - |
dc.subject.keywordPlus | REINFORCED-CONCRETE | - |
dc.subject.keywordPlus | QUALITY | - |
dc.subject.keywordAuthor | Steel | - |
dc.subject.keywordAuthor | Concrete | - |
dc.subject.keywordAuthor | SEM | - |
dc.subject.keywordAuthor | Passivity | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0010938X10001149?via%3Dihub | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
55 Hanyangdeahak-ro, Sangnok-gu, Ansan, Gyeonggi-do, 15588, Korea+82-31-400-4269 sweetbrain@hanyang.ac.kr
COPYRIGHT © 2021 HANYANG UNIVERSITY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.