Modified cross-grid finite elements for the Stokes problem
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Hong, SW | ko |
| dc.contributor.author | Kim, K | ko |
| dc.contributor.author | Lee, Sungyun | ko |
| dc.date.accessioned | 2013-03-04T17:58:52Z | - |
| dc.date.available | 2013-03-04T17:58:52Z | - |
| dc.date.created | 2012-02-06 | - |
| dc.date.created | 2012-02-06 | - |
| dc.date.created | 2012-02-06 | - |
| dc.date.issued | 2003-01 | - |
| dc.identifier.citation | APPLIED MATHEMATICS LETTERS, v.16, no.1, pp.59 - 64 | - |
| dc.identifier.issn | 0893-9659 | - |
| dc.identifier.uri | http://hdl.handle.net/10203/83537 | - |
| dc.description.abstract | The stability of modified cross-grid elements for the approximation of the Stokes problem using continuous piecewise linear polynomials to approximate velocities and piecewise constants to approximate pressures is proved. A key feature of the method is that the mesh for pressure is modified so that the method is stable without augmenting pressure jumps. A numerical test which confirms the stability and the optimal order error estimate is presented. (C) 2002 Elsevier Science Ltd. All rights reserved. | - |
| dc.language | English | - |
| dc.publisher | PERGAMON-ELSEVIER SCIENCE LTD | - |
| dc.title | Modified cross-grid finite elements for the Stokes problem | - |
| dc.type | Article | - |
| dc.identifier.wosid | 000179408900009 | - |
| dc.identifier.scopusid | 2-s2.0-84867979461 | - |
| dc.type.rims | ART | - |
| dc.citation.volume | 16 | - |
| dc.citation.issue | 1 | - |
| dc.citation.beginningpage | 59 | - |
| dc.citation.endingpage | 64 | - |
| dc.citation.publicationname | APPLIED MATHEMATICS LETTERS | - |
| dc.contributor.localauthor | Lee, Sungyun | - |
| dc.contributor.nonIdAuthor | Hong, SW | - |
| dc.contributor.nonIdAuthor | Kim, K | - |
| dc.type.journalArticle | Article | - |
| dc.subject.keywordAuthor | mixed finite element method | - |
| dc.subject.keywordAuthor | stability | - |
| dc.subject.keywordAuthor | Stokes problem | - |
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