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dc.contributor.authorCodina, Ramon
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2008-07-21T13:13:39Z
dc.date.available2008-07-21T13:13:39Z
dc.date.issued2008-07-16
dc.identifier.urihttp://hdl.handle.net/2117/2169
dc.description.abstractIn this paper we propose stabilized finite element methods for both Stokes’ and Darcy’s problems that accommodate any interpolation of velocities and pressures. Apart from the interest of this fact, the important issue is that we are able to deal with both problems at the same time, in a completely unified manner, in spite of the fact that the functional setting is different. Concerning the stabilization formulation, we discuss the effect of the choice of the length scale appearing in the expression of the stabilization parameters, both in what refers to stability and to accuracy. This choice is shown to be crucial in the case of Darcy’s problem. As an additional feature of this work,we treat two types of stabilized formulations, showing that they have a very similar behavior.
dc.format.extent20
dc.language.isoeng
dc.rightsAttribution-NonCommercial-NoDerivs 2.5 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/2.5/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Càlcul d'estructures
dc.subject.lcshComputational methods in engineering
dc.subject.lcshComputational methods in mechanics
dc.subject.otherstress-displacement-pressure formulation
dc.subject.otherstabilized finite element methods
dc.titleFinite element approximation of the three field formulation of the Stokes problem using arbitrary interpolations
dc.typeArticle
dc.subject.lemacMètodes numèrics
dc.contributor.groupUniversitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.rights.accessOpen Access
local.personalitzacitaciotrue


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