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Element Free Galerkin (EFG) sensitivity study in structural analysis

dc.contributor.editorCastro Suarez J.R.
dc.creatorMartinez, T.J.A
dc.creatorArrieta, O.E.W.
dc.date.accessioned2019-11-06T19:05:22Z
dc.date.available2019-11-06T19:05:22Z
dc.date.issued2019
dc.identifier.citationIOP Conference Series: Materials Science and Engineering; Vol. 519, Núm. 1
dc.identifier.issn1757-8981
dc.identifier.urihttps://hdl.handle.net/20.500.12585/8770
dc.description.abstractThe present study shows a parametric analysis of the meshfree method, Element Free Galerkin (EFG), on the elastic analysis of a cantilever beam. This study allows us to determine the best convergence conditions of the solutions varying characteristic. EFG is based on the construction of Moving Least Squares (MLS) approximations using the weighted residual method on the weak formulation, with MLS form functions as the same weighting functions. We consider the parameters of the method such as the order of the basic functions of MLS functions, the size of the support domain of the local MLS functions and the density of Gauss points against errors calculated according to the L 2 norm and processing time. It is shown that by increasing the order of basic functions it is possible to obtain more precise results, however, a larger support diameter and Gauss points higher density are required in order to stabilize the solution, considerably increasing processing times. Therefore, it is only advisable to use high-order base functions when the precision in the results is the priority and a high computational resource is available. © Published under licence by IOP Publishing Ltd.eng
dc.description.sponsorshipBolivar si Innova;CAMACOL Bolivar;Consejo Profesional Nacional de Ingenieria (COPNIA);Establecimiento Publico Ambiental (EPA);et al.;Renata Colombia
dc.format.mediumRecurso electrónico
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherInstitute of Physics Publishing
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourcehttps://www2.scopus.com/inward/record.uri?eid=2-s2.0-85067023523&doi=10.1088%2f1757-899X%2f519%2f1%2f012004&partnerID=40&md5=101ea8603ae6128ce4995d8d4cc36de4
dc.sourceScopus 57209263590
dc.sourceScopus 57209248085
dc.titleElement Free Galerkin (EFG) sensitivity study in structural analysis
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datacite.rightshttp://purl.org/coar/access_right/c_abf2
oaire.resourceTypehttp://purl.org/coar/resource_type/c_c94f
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.source.eventExpotecnologia 2018: Research, Innovation and Development in Engineering, 31 October 2018 through 2 November 2018
dc.type.driverinfo:eu-repo/semantics/conferenceObject
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersion
dc.identifier.doi10.1088/1757-899X/519/1/012004
dc.subject.keywordsComputational mechanics
dc.subject.keywordsLeast squares approximations
dc.subject.keywordsComputational resources
dc.subject.keywordsConvergence conditions
dc.subject.keywordsElement-free Galerkin
dc.subject.keywordsMoving least squares approximation
dc.subject.keywordsParametric -analysis
dc.subject.keywordsSensitivity studies
dc.subject.keywordsWeighted residual method
dc.subject.keywordsWeighting functions
dc.subject.keywordsGalerkin methods
dc.rights.accessRightsinfo:eu-repo/semantics/openAccess
dc.rights.ccAtribución-NoComercial 4.0 Internacional
dc.identifier.instnameUniversidad Tecnológica de Bolívar
dc.identifier.reponameRepositorio UTB
dc.type.spaConferencia


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