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강합성 박스거더 복부판의 탄성전단강도 연구

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dc.contributor.author강영종-
dc.date.accessioned2021-09-06T07:51:12Z-
dc.date.available2021-09-06T07:51:12Z-
dc.date.created2021-06-17-
dc.date.issued2013-
dc.identifier.issn2093-5145-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/105172-
dc.description.abstractIt is same such as the provision of shear buckling strength of steel composite box girder web panel and plate girder web panel in Korea Highway Bridge Design Standards(2012). But the web panel of steel composite box girder is different from the web of plate girder in that the upper slab and lower flange are connected to the web. So a different shear behavior of the girders is expected. In this study, To calculate a reasonable elastic shear buckling strength of steel composite box girder web panel, ABAQUS program was used. The results from F.E.A and previous studies are compared. It is shown that the web shear buckling strength of steel composite box girder of Korea Highway Bridge Design Standards(2012) is the most conservative.-
dc.languageKorean-
dc.language.isoko-
dc.publisher한국복합신소재구조학회-
dc.title강합성 박스거더 복부판의 탄성전단강도 연구-
dc.title.alternativeElastic Shear Buckling Strength of Steel Composite Box Girder Web Panel-
dc.typeArticle-
dc.contributor.affiliatedAuthor강영종-
dc.identifier.doi10.11004/kosacs.2013.4.3.030-
dc.identifier.bibliographicCitation한국복합신소재구조학회 논문집, v.4, no.3, pp.30 - 37-
dc.relation.isPartOf한국복합신소재구조학회 논문집-
dc.citation.title한국복합신소재구조학회 논문집-
dc.citation.volume4-
dc.citation.number3-
dc.citation.startPage30-
dc.citation.endPage37-
dc.type.rimsART-
dc.identifier.kciidART001960872-
dc.description.journalClass2-
dc.subject.keywordAuthorSteel composite-
dc.subject.keywordAuthorBox girder-
dc.subject.keywordAuthorShear buckling coefficient-
dc.subject.keywordAuthor강합성-
dc.subject.keywordAuthor박스거더-
dc.subject.keywordAuthor탄성전단좌굴계수-
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