1985
DOI: 10.1051/m2an/1985190100071
|View full text |Cite
|
Sign up to set email alerts
|

Mixed and nonconforming finite element methods : implementation, postprocessing and error estimates

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

7
709
0
14

Year Published

1996
1996
2004
2004

Publication Types

Select...
5
2

Relationship

0
7

Authors

Journals

citations
Cited by 753 publications
(730 citation statements)
references
References 11 publications
7
709
0
14
Order By: Relevance
“…This saturation assumption is motivated by a superconvergence result that holds true in the case of mixed hybridization, stating that the nonconforming extensionû RT 0 of the multiplier λ h does provide a better approximation of the primal variable u than the piecewise constant approximation u h (see [2,12]). It is easy to see that (6.4) gives rise to an upper and a lower bound for the discretization error of the primal variable u in the L 2 -norm:…”
Section: Error Estimator Based On a Superconvergence Resultsmentioning
confidence: 99%
See 3 more Smart Citations
“…This saturation assumption is motivated by a superconvergence result that holds true in the case of mixed hybridization, stating that the nonconforming extensionû RT 0 of the multiplier λ h does provide a better approximation of the primal variable u than the piecewise constant approximation u h (see [2,12]). It is easy to see that (6.4) gives rise to an upper and a lower bound for the discretization error of the primal variable u in the L 2 -norm:…”
Section: Error Estimator Based On a Superconvergence Resultsmentioning
confidence: 99%
“…Two estimators η (1) and η (2) are said to be equivalent (locally equivalent), if there exist constants 0 < δ ≤ ∆ (0 < δ T ≤ ∆ T , T ∈ T k ), independent of the refinement level, such that…”
Section: Error Estimators For Raviart-thomas Elements 1349mentioning
confidence: 99%
See 2 more Smart Citations
“…It can be shown that this matrix system is equivalent to some nonconforming finite element method for the original problem (1.1). For the interested readers we refer to [1,7,27].…”
Section: Introductionmentioning
confidence: 99%