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dc.contributor.authorEric Reissner
dc.date.accessioned2017-05-08T23:19:14Z
dc.date.available2017-05-08T23:19:14Z
dc.date.copyrightNovember, 1985
dc.date.issued1985
dc.identifier.issn0003-6900
dc.identifier.otherAMREAD-25520#1453_1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/99247
dc.description.abstractWe depart from a three-dimensional statement of the problem of small bending of elastic plates, for a survey of approximate two-dimensional theories, beginning with Kirchhoff’s fourth-order formulation. After discussing various variational statements of the three-dimensional problem, we describe the development of two-dimensional sixth-order theories by Bollé, Hencky, Mindlin, and Reissner which take account of the effect of transverse shear deformation. Additionally, we report on an early analysis by Lévy, on a direct two-dimensional formulation of sixth-order theory, on constitutive coupling of bending and stretching of laminated plates, on higher than sixth-order theories, and on an asymptotic analysis of sixth-order theory which leads to a fourth-order interior solution contribution with first-order transverse shear deformation effects included, as well as to a sequentially determined second-order edge zone solution contribution.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleReflections on the Theory of Elastic Plates
dc.typeJournal Paper
dc.journal.volume38
dc.journal.issue11
dc.journal.titleApplied Mechanics Reviews
dc.identifier.doi10.1115/1.3143699
dc.journal.fristpage1453
dc.journal.lastpage1464
dc.identifier.eissn0003-6900
dc.keywordsReflection
dc.keywordsElastic plates
dc.keywordsShear deformation AND Plates (structures)
dc.treeApplied Mechanics Reviews:;1985:;volume( 038 ):;issue: 011
dc.contenttypeFulltext


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