231 0

Full metadata record

DC FieldValueLanguage
dc.contributor.author안기용-
dc.date.accessioned2019-05-03T02:28:33Z-
dc.date.available2019-05-03T02:28:33Z-
dc.date.issued2017-05-
dc.identifier.citation한국콘크리트학회 2017년도 봄 학술대회 논문집, v. 29, No. 1, Page. 225-226en_US
dc.identifier.urihttp://www.dbpia.co.kr/Journal/ArticleDetail/NODE07167516-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/103302-
dc.description.abstractThe present study concerns quantitative assessment of steel co rrosion recovery and flexural behavior of concrete. Even after the treatment, the corrosion w as still active; the corrosion rate was 6.5mA/m2 and 330 mV vs. SCE in the potential. For structura l behavior, the maximum load was increased by corrosion on the steel bars, which was subsequently lowered by the treatment, but still higher than for control.en_US
dc.description.sponsorship이 논문은 2015년 국토교통기술촉진사업 “해양환경 콘크리트 구조물 수명예측 소프트웨어 개발 (15CTAP-C097546-01)”의 지원으로 수행되었으며, 이에 감사드립니다.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.title전기방식을 적용한 콘크리트 내 철근부식 회복에 따른 휨거동 특성en_US
dc.title.alternativeRepassivation of Steel and Structural Behaviour of Concrete Under Electrochemical Treatmenten_US
dc.typeArticleen_US
dc.relation.page225-226-
dc.relation.journal콘크리트학회 논문집-
dc.contributor.googleauthor양희준-
dc.contributor.googleauthor황준필-
dc.contributor.googleauthor김성겸-
dc.contributor.googleauthor안기용-
dc.relation.code2017019151-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidkann-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
Files in This Item:
There are no files associated with this item.
Export
RIS (EndNote)
XLS (Excel)
XML


qrcode

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

BROWSE