The least-squares meshfree method for solving linear elastic problems

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dc.contributor.authorKwon, KCko
dc.contributor.authorPark, SHko
dc.contributor.authorJiang, BNko
dc.contributor.authorYoun, Sung-Kieko
dc.date.accessioned2008-02-22T03:19:49Z-
dc.date.available2008-02-22T03:19:49Z-
dc.date.created2012-02-06-
dc.date.created2012-02-06-
dc.date.issued2003-02-
dc.identifier.citationCOMPUTATIONAL MECHANICS, v.30, no.3, pp.196 - 211-
dc.identifier.issn0178-7675-
dc.identifier.urihttp://hdl.handle.net/10203/3148-
dc.description.abstractA meshfree method based on the first-order least-squares formulation for linear elasticity is presented. In the authors' previous work, the least-squares meshfree method has been shown to be highly robust to integration errors with the numerical examples of Poisson equation. In the present work, conventional formulation and compatibility-imposed formulation for linear elastic problems are studied on the convergence behavior of the solution and the robustness to the inaccurate integration using simply constructed background cells. In the least-squares formulation, both primal and dual variables can be approximated by the same function space. This can lead to higher rate of convergence for dual variables than Galerkin formulation. In general, the incompressible locking can be alleviated using mixed formulations. However, in meshfree framework these approaches involve an additional use of background grids to implement lower approximation space for dual variables. This difficulty is avoided in the present method and numerical examples show the uniform convergence performance in the incompressible limit. Therefore the present method has little burden of the requirement of background cells for the purposes of integration and alleviating the incompressible locking.-
dc.languageEnglish-
dc.language.isoen_USen
dc.publisherSPRINGER-
dc.subjectINCOMPRESSIBLE FINITE ELASTICITY-
dc.subjectFREE GALERKIN METHOD-
dc.subjectCOMPUTATIONAL MECHANICS-
dc.subjectNODAL INTEGRATION-
dc.titleThe least-squares meshfree method for solving linear elastic problems-
dc.typeArticle-
dc.identifier.wosid000181561900003-
dc.identifier.scopusid2-s2.0-0037296353-
dc.type.rimsART-
dc.citation.volume30-
dc.citation.issue3-
dc.citation.beginningpage196-
dc.citation.endingpage211-
dc.citation.publicationnameCOMPUTATIONAL MECHANICS-
dc.embargo.liftdate9999-12-31-
dc.embargo.terms9999-12-31-
dc.contributor.localauthorYoun, Sung-Kie-
dc.contributor.nonIdAuthorKwon, KC-
dc.contributor.nonIdAuthorPark, SH-
dc.contributor.nonIdAuthorJiang, BN-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorleast-squares-
dc.subject.keywordAuthormeshfree method-
dc.subject.keywordAuthorintegration error-
dc.subject.keywordAuthorincompressible locking-
dc.subject.keywordAuthorlinear elasticity-
dc.subject.keywordPlusINCOMPRESSIBLE FINITE ELASTICITY-
dc.subject.keywordPlusFREE GALERKIN METHOD-
dc.subject.keywordPlusCOMPUTATIONAL MECHANICS-
dc.subject.keywordPlusNODAL INTEGRATION-
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