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인장주근이 부식된 RC보의 비선형 해석

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dc.contributor.author오윤정-
dc.contributor.author서대원-
dc.contributor.author유석형-
dc.contributor.author이한승-
dc.contributor.author신성우-
dc.date.accessioned2021-06-23T23:37:49Z-
dc.date.available2021-06-23T23:37:49Z-
dc.date.issued2005-05-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/45935-
dc.description.abstract인장주근이 부식된 RC보의 비선형 해석을 위하여 실제 인장주근이 부식된 RC보의 전기분해 실험을 실시한 것에 대하여 FEM에 의하여 해석적으로 규명함.-
dc.description.abstractThis study was carried out to investigate quantitatively the relationship between the degree of rebar corrosion and the strength of reinforced concrete beams. After producing equations for the relationship between both the tensile properties of rebars and bond properties and the corrosion percentage of rebars, finite element analysis and bending tests were conducted for RC beams damaged by corrosion of tension main rebar. As a result, it was made that the strength of RC beams damaged by corrosion could be practically simulated by FEM analysis using experimentally determined material properties representing the bond and the mechanical characteristics of corroded rebars.-
dc.format.extent6-
dc.language한국어-
dc.language.isoKOR-
dc.publisher한국구조물진단유지관리공학회-
dc.title인장주근이 부식된 RC보의 비선형 해석-
dc.title.alternativeNonlinear Analysis of RC Beams Damaged by Corrosion of Tension Main Rebar-
dc.typeArticle-
dc.publisher.location대한민국-
dc.identifier.bibliographicCitation한국구조물진단유지관리공학회 학술발표회 논문집, v.9, no.1, pp 373 - 378-
dc.citation.title한국구조물진단유지관리공학회 학술발표회 논문집-
dc.citation.volume9-
dc.citation.number1-
dc.citation.startPage373-
dc.citation.endPage378-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassother-
dc.identifier.urlhttps://kiss.kstudy.com/thesis/thesis-view.asp?key=3841257-
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