dc.creatorPalermo, L
dc.date2003
dc.dateJUN
dc.date2014-11-18T23:54:08Z
dc.date2015-11-26T17:54:58Z
dc.date2014-11-18T23:54:08Z
dc.date2015-11-26T17:54:58Z
dc.date.accessioned2018-03-29T00:38:42Z
dc.date.available2018-03-29T00:38:42Z
dc.identifierEngineering Analysis With Boundary Elements. Elsevier Sci Ltd, v. 27, n. 6, n. 603, n. 609, 2003.
dc.identifier0955-7997
dc.identifierWOS:000184052900006
dc.identifier10.1016/S0955-7997(02)00139-X
dc.identifierhttp://www.repositorio.unicamp.br/jspui/handle/REPOSIP/59930
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/59930
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/59930
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1290907
dc.descriptionPlates can be solved with the classical or the Reissner-Mindlin plate model using the same computer code with an appropriate treatment of the direct boundary element formulation. A field decomposition is employed to establish a connection between these plate models and to obtain a boundary element formulation for the classical model from that used for the Reissner-Mindlin one. The classical model is related to the irrotational component of the field related to the rotations of the plate. The use of this field component in both the fundamental solution and the direct boundary integral equation of the Reissner-Mindlin model carries the classical model approach. Furthermore, the well-known fundamental solution derived from the classical model can be employed as the irrotational field of the fundamental solution of the Reissner-Mindlin model. In this way, the fundamental solution used by Danson to perform classical analysis was used as the irrotational component and the obtained results were compared with those obtained with the well-known Weeen's formulation. (C) 2003 Elsevier Science Ltd. All rights reserved.
dc.description27
dc.description6
dc.description603
dc.description609
dc.languageen
dc.publisherElsevier Sci Ltd
dc.publisherOxford
dc.publisherInglaterra
dc.relationEngineering Analysis With Boundary Elements
dc.relationEng. Anal. Bound. Elem.
dc.rightsfechado
dc.rightshttp://www.elsevier.com/about/open-access/open-access-policies/article-posting-policy
dc.sourceWeb of Science
dc.subjectReissner-Mindlin model
dc.subjectplate bending
dc.subjectclassical model
dc.subjectfundamental solution
dc.subjectBoundary Integral Formulation
dc.subjectFundamental-solutions
dc.subjectThick Plates
dc.titlePlate bending analysis using the classical or the Reissner-Mindlin models
dc.typeArtículos de revistas


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