Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/92476
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dc.contributorDepartment of Applied Mathematicsen_US
dc.creatorKovács, Ben_US
dc.creatorLi, Ben_US
dc.creatorLubich, Cen_US
dc.date.accessioned2022-04-07T06:32:28Z-
dc.date.available2022-04-07T06:32:28Z-
dc.identifier.issn0029-599Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/92476-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© Springer-Verlag GmbH Germany, part of Springer Nature 2019en_US
dc.rightsThis version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use (https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: http://dx.doi.org/10.1007/s00211-019-01074-2en_US
dc.titleA convergent evolving finite element algorithm for mean curvature flow of closed surfacesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage797en_US
dc.identifier.epage853en_US
dc.identifier.volume143en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1007/s00211-019-01074-2en_US
dcterms.abstractA proof of convergence is given for semi- and full discretizations of mean curvature flow of closed two-dimensional surfaces. The numerical method proposed and studied here combines evolving finite elements, whose nodes determine the discrete surface like in Dziuk’s method, and linearly implicit backward difference formulae for time integration. The proposed method differs from Dziuk’s approach in that it discretizes Huisken’s evolution equations for the normal vector and mean curvature and uses these evolving geometric quantities in the velocity law projected to the finite element space. This numerical method admits a convergence analysis in the case of finite elements of polynomial degree at least two and backward difference formulae of orders two to five. The error analysis combines stability estimates and consistency estimates to yield optimal-order H1-norm error bounds for the computed surface position, velocity, normal vector and mean curvature. The stability analysis is based on the matrix–vector formulation of the finite element method and does not use geometric arguments. The geometry enters only into the consistency estimates. Numerical experiments illustrate and complement the theoretical results.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationNumerische mathematik, Dec. 2019, v. 143, no. 4, p. 797-853en_US
dcterms.isPartOfNumerische mathematiken_US
dcterms.issued2019-12-
dc.identifier.scopus2-s2.0-85074051604-
dc.identifier.eissn0945-3245en_US
dc.description.validate202204 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberRGC-B1-173-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
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