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Integration-free Coons macroelements for the solution of 2D Poisson problems

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dc.contributor.author Provatidis, CG en
dc.date.accessioned 2014-03-01T01:30:56Z
dc.date.available 2014-03-01T01:30:56Z
dc.date.issued 2009 en
dc.identifier.issn 0029-5981 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19682
dc.subject finite elements en
dc.subject transfinite interpolation en
dc.subject global approximation en
dc.subject boundary-value problems en
dc.subject global collocation en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.other FINITE-ELEMENT-METHOD en
dc.subject.other RADIAL BASIS FUNCTION en
dc.subject.other BOUNDARY COLLOCATION METHOD en
dc.subject.other WAVE-PROPAGATION PROBLEMS en
dc.subject.other FREE-VIBRATION ANALYSIS en
dc.subject.other B-SPLINE COLLOCATION en
dc.subject.other PATCH MACROELEMENTS en
dc.subject.other ACOUSTIC EIGENANALYSIS en
dc.subject.other POTENTIAL PROBLEMS en
dc.subject.other INTERPOLATION en
dc.title Integration-free Coons macroelements for the solution of 2D Poisson problems en
heal.type journalArticle en
heal.identifier.primary 10.1002/nme.2424 en
heal.identifier.secondary http://dx.doi.org/10.1002/nme.2424 en
heal.language English en
heal.publicationDate 2009 en
heal.abstract Large isoparametric macroelements with closed-form cardinal global shape functions under the label 'Coons-patch macroelements' (CPM) have been previously proposed and used in conjunction with the finite element method and the boundary element method. This paper continues the research on the performance of CPM in conjunction with the collocation method. In contrast to the previous CPM that was based on a Galerkin/Ritz formulation, no domain integration is now required, a fact that justifies the name 'integration-free Coons macroelements. Therefore, in addition to avoiding mesh generation, and saving human effort, the proposed technique has the additional advantage of further reducing the computer effort. The theory is supported by five test cases concerning Poisson and Laplace problems within 2D smooth quadrilateral domains. Copyright (C) 2008 John Wiley & Sons, Ltd. en
heal.publisher JOHN WILEY & SONS LTD en
heal.journalName INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING en
dc.identifier.doi 10.1002/nme.2424 en
dc.identifier.isi ISI:000262546100005 en
dc.identifier.volume 77 en
dc.identifier.issue 4 en
dc.identifier.spage 536 en
dc.identifier.epage 557 en


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