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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/117216
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dc.contributor.authorZalmanovici, Adrian Marcel-
dc.contributor.authorRebello da Fonseca Brasil, Reyolando Manoel Lopes-
dc.contributor.authorBalthazar, Jose Manoel-
dc.date.accessioned2015-03-18T15:55:33Z-
dc.date.accessioned2016-10-25T20:34:49Z-
dc.date.available2015-03-18T15:55:33Z-
dc.date.available2016-10-25T20:34:49Z-
dc.date.issued2014-12-01-
dc.identifierhttp://dx.doi.org/10.1142/S0219455414400197-
dc.identifier.citationInternational Journal Of Structural Stability And Dynamics. Singapore: World Scientific Publ Co Pte Ltd, v. 14, n. 8, 14 p., 2014.-
dc.identifier.issn0219-4554-
dc.identifier.urihttp://hdl.handle.net/11449/117216-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/117216-
dc.description.abstractA new derivation of Euler's Elastica with transverse shear effects included is presented. The elastic potential energy of bending and transverse shear is set up. The work of the axial compression force is determined. The equation of equilibrium is derived using the variation of the total potential. Using substitution of variables an exact solution is derived. The equation is transcendental and does not have a closed form solution. It is evaluated in a dimensionless form by using a numerical procedure. Finally, numerical examples of laminates made of composite material (fiber reinforced) and sandwich panels are provided.en
dc.format.extent14-
dc.language.isoeng-
dc.publisherWorld Scientific Publ Co Pte Ltd-
dc.sourceWeb of Science-
dc.subjectPostbucklingen
dc.subjecttransverse shearen
dc.subjectelasticaen
dc.subjectcomposite beamen
dc.titleExact Solution of the Elastica with Transverse Shear Effectsen
dc.typeoutro-
dc.contributor.institutionUniversidade Federal do ABC (UFABC)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUFABC, Sto Andre, SP, Brazil-
dc.description.affiliationUniv Estadual Paulista, Rio Claro, SP, Brazil-
dc.description.affiliationUnespUniv Estadual Paulista, Rio Claro, SP, Brazil-
dc.identifier.doi10.1142/S0219455414400197-
dc.identifier.wosWOS:000345583800008-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofInternational Journal Of Structural Stability And Dynamics-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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