2011
DOI: 10.1007/s10915-011-9549-4
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Local Mass Conservation of Stokes Finite Elements

Abstract: In this paper we discuss the stability of some Stokes finite elements. In particular, we consider a modification of Hood-Taylor and Bercovier-Pironneau schemes which consists in adding piecewise constant functions to the pressure space. This enhancement, which had been already used in the literature, is driven by the goal of achieving an improved mass conservation at element level. The main result consists in proving the inf-sup condition for the enhanced spaces in a general setting and to present some numeric… Show more

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Cited by 60 publications
(53 citation statements)
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“…Finally, we remark that a similar divergence-free condition is obtained for conforming finite elements [5].…”
Section: Postprocessing and Local Conservationsupporting
confidence: 71%
“…Finally, we remark that a similar divergence-free condition is obtained for conforming finite elements [5].…”
Section: Postprocessing and Local Conservationsupporting
confidence: 71%
“…Then, for d = 2, possible pairs ()double-struckUm,double-struckPm that satisfy are P2–P0 and P2–(P1+P0), that is, we set double-struckUm=[]S2mddouble-struckU and either double-struckPm=S0m or S1m+S0m. We note that the choice P2–(P1+P0) requires the weak constraint that all simplices have a vertex in Ω . For d = 3, pairs of spaces that satisfy S0mdouble-struckPm and are the P3–(P2+P0) element or stabilized spaces such as P1 face bubble –P0, , Remark 8.7.1], which is also called the SMALL element.…”
Section: Methodsmentioning
confidence: 99%
“…We note that a similar assumption is required to carry out the analysis of the Taylor-Hood elements (cf. [20,6]). Besides the standard shape regularity assumption, this is the only assumption we make on the triangulation; quasi-uniform meshes are not required to carry out our analysis.…”
mentioning
confidence: 99%