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Please use this identifier to cite or link to this item: `http://acervodigital.unesp.br/handle/11449/10506`
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dc.contributor.authorSanches, Luiz Carlos Facundo-
dc.contributor.authorMesquita, Euclides-
dc.contributor.authorPavanello, Renato-
dc.contributor.authorPalermo, Leandro-
dc.date.accessioned2014-05-20T13:30:52Z-
dc.date.available2014-05-20T13:30:52Z-
dc.date.issued2007-01-01-
dc.identifierhttp://dx.doi.org/10.1155/2007/62157-
dc.identifier.citationMathematical Problems In Engineering. New York: Hindawi Publishing Corporation, 17 p., 2007.-
dc.identifier.issn1024-123X-
dc.identifier.urihttp://hdl.handle.net/11449/10506-
dc.description.abstractA direct version of the boundary element method (BEM) is developed to model the stationary dynamic response of reinforced plate structures, such as reinforced panels in buildings, automobiles, and airplanes. The dynamic stationary fundamental solutions of thin plates and plane stress state are used to transform the governing partial differential equations into boundary integral equations (BIEs). Two sets of uncoupled BIEs are formulated, respectively, for the in-plane state ( membrane) and for the out-of-plane state ( bending). These uncoupled systems are joined to formamacro-element, in which membrane and bending effects are present. The association of these macro-elements is able to simulate thin-walled structures, including reinforced plate structures. In the present formulation, the BIE is discretized by continuous and/or discontinuous linear elements. Four displacement integral equations are written for every boundary node. Modal data, that is, natural frequencies and the corresponding mode shapes of reinforced plates, are obtained from information contained in the frequency response functions (FRFs). A specific example is presented to illustrate the versatility of the proposed methodology. Different configurations of the reinforcements are used to simulate simply supported and clamped boundary conditions for the plate structures. The procedure is validated by comparison with results determined by the finite element method (FEM).en
dc.format.extent17-
dc.language.isoeng-
dc.publisherHindawi Publishing Corporation-
dc.sourceWeb of Science-
dc.titleDynamic stationary response of reinforced plates by the boundary element methoden
dc.typeoutro-
dc.description.affiliationUniv Estadual Paulista, Dept Math, BR-15385000 Ilha Solteira, SP, Brazil-
dc.description.affiliationUniv Estadual Campinas, Dept Computat Mech, BR-13083970 Campinas, SP, Brazil-
dc.description.affiliationUniv Estadual Campinas, Dept Struct, BR-13083970 Campinas, SP, Brazil-
dc.description.affiliationUnespUniv Estadual Paulista, Dept Math, BR-15385000 Ilha Solteira, SP, Brazil-
dc.identifier.doi10.1155/2007/62157-
dc.identifier.wosWOS:000247596800001-
dc.rights.accessRightsAcesso aberto-
dc.identifier.fileWOS000247596800001.pdf-
dc.relation.ispartofMathematical Problems in Engineering-
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