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dc.contributor.author이종세-
dc.date.accessioned2019-08-13T05:06:06Z-
dc.date.available2019-08-13T05:06:06Z-
dc.date.issued2006-09-
dc.identifier.citationKSCE JOURNAL OF CIVIL ENGINEERING, v. 10, No. 5, Page. 349 - 356en_US
dc.identifier.issn1226-7988-
dc.identifier.urihttp://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE01287339&language=ko_KR-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/108525-
dc.description.abstractWhen a laminated composite plate is subjected to a compressive edge force lying in the plane of the plate, failure can occur by buckling at a stress below the strength of the material. Critical buckling loads of orthotropic plates ate usually calculated using the analytical solutions which are based on the assumption of uniform end loads, despite the fact that real structures are subjected to variious non-uniform inplane loads. This paper examines the buckling behavior of the orthotropic plates under non-uniform inplane loads with different boundary conditions (all edges simply supproted, two loaded edges clamped and others simply supported, and all edge clamped) using the finite element method(FEM). Numerical results show that the existing formulas for buckling load based on the uniform load assumption leads to overestimation of buckling loads.en_US
dc.language.isoko_KRen_US
dc.publisher대한토목학회en_US
dc.subjectorthotropic plateen_US
dc.subjectcritical bucklingen_US
dc.subjectnon-uniform inplane loaden_US
dc.subjectlaminated compositeen_US
dc.titleBuckling of Orthotropic Plates under Various Inplane Loadsen_US
dc.typeArticleen_US
dc.relation.journalKSCE JOURNAL OF CIVIL ENGINEERING-
dc.contributor.googleauthorHwang, Inho-
dc.contributor.googleauthorLee, Jong Seh-
dc.relation.code2012214413-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidjonglee-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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