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A smooth evolutionary structural optimization procedure applied to plane stress problem

dc.contributor.authorSimonetti, Helio Luiz
dc.contributor.authorAlmeida, Valerio S.
dc.contributor.authorOliveira Neto, Luttgardes de [UNESP]
dc.contributor.institutionFed Univ Ouro Preto UFOP
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2015-03-18T15:53:26Z
dc.date.available2015-03-18T15:53:26Z
dc.date.issued2014-09-15
dc.description.abstractTopological optimization problems based on stress criteria are solved using two techniques in this paper. The first technique is the conventional Evolutionary Structural Optimization (ESO), which is known as hard kill, because the material is discretely removed; that is, the elements under low stress that are being inefficiently utilized have their constitutive matrix has suddenly reduced. The second technique, proposed in a previous paper, is a variant of the ESO procedure and is called Smooth ESO (SESO), which is based on the philosophy that if an element is not really necessary for the structure, its contribution to the structural stiffness will gradually diminish until it no longer influences the structure; its removal is thus performed smoothly. This procedure is known as "soft-kill"; that is, not all of the elements removed from the structure using the ESO criterion are discarded. Thus, the elements returned to the structure must provide a good conditioning system that will be resolved in the next iteration, and they are considered important to the optimization process. To evaluate elasticity problems numerically, finite element analysis is applied, but instead of using conventional quadrilateral finite elements, a plane-stress triangular finite element was implemented with high-order modes for solving complex geometric problems. A number of typical examples demonstrate that the proposed approach is effective for solving problems of bi-dimensional elasticity. (C) 2014 Elsevier Ltd. All rights reserved.en
dc.description.affiliationFed Univ Ouro Preto UFOP, Dept Civil Engn, Ouro Preto, Brazil
dc.description.affiliationUniv Sao Paulo EPUSP, Polytech Sch, Dept Geotech & Struct Engn, Sao Paulo, Brazil
dc.description.affiliationUniv Estadual Paulista, Fac Engn, Dept Civil Engn, Sao Paulo, Brazil
dc.description.affiliationUnespUniv Estadual Paulista, Fac Engn, Dept Civil Engn, Sao Paulo, Brazil
dc.description.sponsorshipFederal University of Ouro Preto (UFOP)
dc.description.sponsorshipDepartment of Structures and Geotechnics of EPUSP
dc.description.sponsorshipSao Paulo State University (UNESP)
dc.format.extent248-258
dc.identifierhttp://dx.doi.org/10.1016/j.engstruct.2014.05.041
dc.identifier.citationEngineering Structures. Oxford: Elsevier Sci Ltd, v. 75, p. 248-258, 2014.
dc.identifier.doi10.1016/j.engstruct.2014.05.041
dc.identifier.issn0141-0296
dc.identifier.lattes7534243554711263
dc.identifier.urihttp://hdl.handle.net/11449/116516
dc.identifier.wosWOS:000341465900020
dc.language.isoeng
dc.publisherElsevier B.V.
dc.relation.ispartofEngineering Structures
dc.relation.ispartofjcr2.755
dc.relation.ispartofsjr1,690
dc.rights.accessRightsAcesso restrito
dc.sourceWeb of Science
dc.subjectTopological optimizationen
dc.subjectEvolutionary Structural Optimization ESOen
dc.subjectSESO techniqueen
dc.subjectTriangular finite elementen
dc.titleA smooth evolutionary structural optimization procedure applied to plane stress problemen
dc.typeArtigo
dcterms.licensehttp://www.elsevier.com/about/open-access/open-access-policies/article-posting-policy
dcterms.rightsHolderElsevier B.V.
dspace.entity.typePublication
unesp.author.lattes7534243554711263
unesp.campusUniversidade Estadual Paulista (UNESP), Faculdade de Engenharia, Baurupt
unesp.departmentEngenharia Civil e Ambiental - FEBpt

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