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이음된 GFRP 보강근으로 보강된 콘크리트 보의 휨 거동에 대한 이음길이 효과

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dc.contributor.author윤효진-
dc.contributor.author최현기-
dc.contributor.author최윤철-
dc.contributor.author최창식-
dc.date.accessioned2022-07-16T15:51:00Z-
dc.date.available2022-07-16T15:51:00Z-
dc.date.created2021-05-13-
dc.date.issued2012-04-
dc.identifier.issn2092-7827-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/165801-
dc.description.abstractCorrosion of the steel reinforcement in a cold and saline environment leads to the overall deterioration of reinforced concrete structures. To avoid such deterioration, Glass Fiber Reinforcement Polymer(GFRP) rebars are used in place of steel reinforcement. In the present paper, in order to examine the effect of lap-spliced length, nonlinear finite element analyses are performed. Analytical results of 6 concrete beams reinforced with spliced FRP rods are reported including parameters of splice length(0db, 30db, 45db, 60db, 75db, 90db).-
dc.language한국어-
dc.language.isoko-
dc.publisher대한건축학회-
dc.title이음된 GFRP 보강근으로 보강된 콘크리트 보의 휨 거동에 대한 이음길이 효과-
dc.title.alternativeEffects of Spliced Length on Flexural Behavior of Concrte Beams Reinforced with Lab Spliced GFRP bar-
dc.typeArticle-
dc.contributor.affiliatedAuthor최창식-
dc.identifier.bibliographicCitation대한건축학회 춘계학술발표대회논문집 구조계, v.32, no.1, pp.31 - 32-
dc.relation.isPartOf대한건축학회 춘계학술발표대회논문집 구조계-
dc.citation.title대한건축학회 춘계학술발표대회논문집 구조계-
dc.citation.volume32-
dc.citation.number1-
dc.citation.startPage31-
dc.citation.endPage32-
dc.type.rimsART-
dc.type.docTypeProceeding-
dc.description.journalClass2-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassother-
dc.subject.keywordAuthor주택유형-
dc.subject.keywordAuthorGFRP보강근-
dc.subject.keywordAuthor콘크리트 보-
dc.subject.keywordAuthor이음길이-
dc.subject.keywordAuthorGFRP reinforcing Bar-
dc.subject.keywordAuthorConcrete Beam-
dc.subject.keywordAuthorSplice Length-
dc.identifier.urlhttps://www.auric.or.kr/User/Rdoc/DocRdoc.aspx?BrsDataBaseName=RDOC&PrimaryKey=255996&DBNM=RDCR#.YhhvTOhBxPY-
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