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dc.contributor.authorSimonetti, H. L.
dc.contributor.authorAlmeida, V. S.
dc.contributor.authorOliveira Neto, L. [UNESP]
dc.date.accessioned2015-03-18T15:54:02Z
dc.date.available2015-03-18T15:54:02Z
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.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.relation.ispartofRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria
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.typeArtigo
dcterms.rightsHolderUniv Politecnica Catalunya
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
unesp.campusUniversidade Estadual Paulista (UNESP), Faculdade de Engenharia, Baurupt
dc.identifier.lattes7534243554711263
unesp.author.lattes7534243554711263
dc.relation.ispartofjcr0.369
dc.relation.ispartofsjr0,263
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