dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorSimonetti, H. L.
dc.creatorAlmeida, V. S.
dc.creatorOliveira Neto, L.
dc.date2015-03-18T15:54:02Z
dc.date2016-10-25T20:27:56Z
dc.date2015-03-18T15:54:02Z
dc.date2016-10-25T20:27:56Z
dc.date2014-01-01
dc.date.accessioned2017-04-06T07:06:57Z
dc.date.available2017-04-06T07:06:57Z
dc.identifierRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria. Barcelona: Univ Politecnica Catalunya, v. 30, n. 4, p. 271-280, 2014.
dc.identifier0213-1315
dc.identifierhttp://hdl.handle.net/11449/116737
dc.identifierhttp://acervodigital.unesp.br/handle/11449/116737
dc.identifier10.1016/j.rimni.2013.10.001
dc.identifierWOS:000343070100008
dc.identifierhttp://dx.doi.org/10.1016/j.rimni.2013.10.001
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/927384
dc.descriptionThis 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.
dc.languagespa
dc.publisherUniv Politecnica Catalunya
dc.relationRevista Internacional De Metodos Numericos Para Calculo Y Diseno En Ingenieria
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectStrut and tie models
dc.subjectTopology optimization
dc.subjectReinforced concrete structures
dc.subjectSelf weight
dc.titleThe influence of self-weight of elastic 2D structures in topology optimization via numerical technique Smooth Evolutionary Structural Optimization (SESO)
dc.typeOtro


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