Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/68391
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dc.contributor.authorSheikh, A.en
dc.contributor.authorPandit, M.en
dc.contributor.authorSingh, B.en
dc.date.issued2009en
dc.identifier.citationProceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.): pp.1-4en
dc.identifier.isbn9780980675504en
dc.identifier.urihttp://hdl.handle.net/2440/68391-
dc.description.statementofresponsibilityA. H. Sheikh, M. K. Pandit and B. N. Singhen
dc.language.isoenen
dc.publisherFRPRCS-9en
dc.rightsCopyright status unknownen
dc.source.urihttp://www.dist.unina.it/proc/2009/FRPRCS9/Theme%205/Index.htmlen
dc.subjectsandwich plate; finite element; zigzag theory; core compressibility; shear stress continuityen
dc.titleAn improved higher order zig-zag plate model for bending and buckling response of soft core sandwich platesen
dc.typeConference paperen
dc.identifier.rmid0020096602en
dc.contributor.conferenceInternational Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)en
dc.publisher.placeAustraliaen
dc.identifier.pubid34955-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidSheikh, A. [0000-0002-2839-1707]en
Appears in Collections:Civil and Environmental Engineering publications

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