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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/68391
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dc.contributor.authorSheikh, A.-
dc.contributor.authorPandit, M.-
dc.contributor.authorSingh, B.-
dc.date.issued2009-
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.1-4-
dc.identifier.isbn9780980675504-
dc.identifier.urihttp://hdl.handle.net/2440/68391-
dc.description.statementofresponsibilityA. H. Sheikh, M. K. Pandit and B. N. Singh-
dc.language.isoen-
dc.publisherFRPRCS-9-
dc.rightsCopyright status unknown-
dc.source.urihttp://www.dist.unina.it/proc/2009/FRPRCS9/Theme%205/Index.html-
dc.subjectsandwich plate-
dc.subjectfinite element-
dc.subjectzigzag theory-
dc.subjectcore compressibility-
dc.subjectshear stress continuity-
dc.titleAn improved higher order zig-zag plate model for bending and buckling response of soft core sandwich plates-
dc.typeConference paper-
dc.contributor.conferenceInternational Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)-
dc.publisher.placeAustralia-
pubs.publication-statusPublished-
dc.identifier.orcidSheikh, A. [0000-0002-2839-1707]-
Appears in Collections:Aurora harvest 5
Civil and Environmental Engineering publications

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