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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/116737
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dc.contributor.authorSimonetti, H. L.-
dc.contributor.authorAlmeida, V. S.-
dc.contributor.authorOliveira Neto, L.-
dc.date.accessioned2015-03-18T15:54:02Z-
dc.date.accessioned2016-10-25T20:27:56Z-
dc.date.available2015-03-18T15:54:02Z-
dc.date.available2016-10-25T20:27:56Z-
dc.date.issued2014-01-01-
dc.identifierhttp://dx.doi.org/10.1016/j.rimni.2013.10.001-
dc.identifier.citationRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 30, n. 4, p. 271-280, 2014.-
dc.identifier.issn0213-1315-
dc.identifier.urihttp://hdl.handle.net/11449/116737-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/116737-
dc.description.abstractThis paper deals with topology optimization in plane elastic-linear problems considering the influence of the self weight in efforts in structural elements. For this purpose it is used a numerical technique called SESO (Smooth ESO), which is based on the procedure for progressive decrease of the inefficient stiffness element contribution at lower stresses until he has no more influence. The SESO is applied with the finite element method and is utilized a triangular finite element and high order. This paper extends the technique SESO for application its self weight where the program, in computing the volume and specific weight, automatically generates a concentrated equivalent force to each node of the element. The evaluation is finalized with the definition of a model of strut-and-tie resulting in regions of stress concentration. Examples are presented with optimum topology structures obtaining optimal settings. (C) 2012 CIMNE (Universitat Politecnica de Catalunya). Published by Elsevier Espana, S.L.U. All rights reserved.en
dc.format.extent271-280-
dc.language.isospa-
dc.publisherUniv Politecnica Catalunya-
dc.sourceWeb of Science-
dc.subjectStrut and tie modelsen
dc.subjectTopology optimizationen
dc.subjectReinforced concrete structuresen
dc.subjectSelf weighten
dc.titleThe influence of self-weight of elastic 2D structures in topology optimization via numerical technique Smooth Evolutionary Structural Optimization (SESO)en
dc.typeoutro-
dc.contributor.institutionUniv Fed Ouro Preto-
dc.contributor.institutionUniversidade de São Paulo (USP)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUniv Fed Ouro Preto, Dept Civil Engn, Ouro Preto, MG, Brazil-
dc.description.affiliationEscola Politecn Univ Sao Paulo, Dept Engn Estruturas & Geotecn, Sao Paulo, Brazil-
dc.description.affiliationUNESP, Fac Engn, Dept Engn Civil & Ambiental, Bauru, SP, Brazil-
dc.description.affiliationUnespUNESP, Fac Engn, Dept Engn Civil & Ambiental, Bauru, SP, Brazil-
dc.identifier.doi10.1016/j.rimni.2013.10.001-
dc.identifier.wosWOS:000343070100008-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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