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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/9626
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dc.contributor.authorFernandes, Gabriela Rezende-
dc.contributor.authorDenipotti, Guido J.-
dc.contributor.authorKonda, Danilo H.-
dc.date.accessioned2014-05-20T13:28:51Z-
dc.date.accessioned2016-10-25T16:48:21Z-
dc.date.available2014-05-20T13:28:51Z-
dc.date.available2016-10-25T16:48:21Z-
dc.date.issued2010-05-01-
dc.identifierhttp://dx.doi.org/10.1007/s00466-009-0461-9-
dc.identifier.citationComputational Mechanics. New York: Springer, v. 45, n. 6, p. 523-539, 2010.-
dc.identifier.issn0178-7675-
dc.identifier.urihttp://hdl.handle.net/11449/9626-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/9626-
dc.description.abstractIn this work, a boundary element formulation to analyse plates reinforced by rectangular beams, with columns defined in the domain is proposed. The model is based on Kirchhoff hypothesis and the beams are not required to be displayed over the plate surface, therefore eccentricity effects are taken into account. The presented boundary element method formulation is derived by applying the reciprocity theorem to zoned plates, where beams are treated as thin sub-regions with larger rigidities. The integral representations derived for this complex structural element consider the bending and stretching effects of both structural elements working together. The standard equilibrium and compatibility conditions along interface are naturally imposed, being the bending tractions eliminated along interfaces. The in-plane tractions and the bending and in-plane displacements are approximated along the beam width, reducing the number of degrees of freedom. The columns are introduced into the formulation by considering domain points where tractions can be prescribed. Some examples are then shown to illustrate the accuracy of the formulation, comparing the obtained results with other numerical solutions.en
dc.format.extent523-539-
dc.language.isoeng-
dc.publisherSpringer-
dc.sourceWeb of Science-
dc.subjectPlate bendingen
dc.subjectBoundary elementsen
dc.subjectBuilding floor structuresen
dc.titleA BEM formulation for analysing the coupled stretching-bending problem of plates reinforced by rectangular beams with columns defined in the domainen
dc.typeoutro-
dc.contributor.institutionUniversidade Federal de Goiás (UFG)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.contributor.institutionFed Inst Educ Sci & Technol IFET-
dc.description.affiliationFed Univ Goias UFG, Dept Civil Engn, BR-75700000 Catalao, Go, Brazil-
dc.description.affiliationSão Paulo State Univ, Dept Civil Engn, UNESP, BR-15385000 Ilha Solteira, Brazil-
dc.description.affiliationFed Inst Educ Sci & Technol IFET, Dept Elect Engn, BR-45030220 Vitoria da Conquista, BA, Brazil-
dc.description.affiliationUnespSão Paulo State Univ, Dept Civil Engn, UNESP, BR-15385000 Ilha Solteira, Brazil-
dc.identifier.doi10.1007/s00466-009-0461-9-
dc.identifier.wosWOS:000277144500001-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofComputational Mechanics-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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