Vis enkel innførsel

dc.contributor.authorJohannessen, Kjetil Andre
dc.date.accessioned2021-11-17T10:10:21Z
dc.date.available2021-11-17T10:10:21Z
dc.date.created2016-12-16T09:38:05Z
dc.date.issued2016
dc.identifier.issn0045-7825
dc.identifier.urihttps://hdl.handle.net/11250/2830047
dc.description.abstractNumerical integration is a core subroutine in many engineering applications, including the finite element method (FEM). Isogeometric analysis is a FEM technology that uses smooth B-spline and NURBS basis functions. Traditionally, Gaussian quadrature was used for numerical integration, but this yields suboptimal performance. This is attributed to the fact that Gaussian quadrature rules do not take inter-element smoothness of the spline basis into account, resulting in over-integration. The equations for exact quadrature are well known, but prove notoriously hard to solve due to their nonlinear nature. These generalized Gauss rules were first introduced in Hughes et al. (2010) in the context of isogeometric analysis, where newton iteration was utilized to study and tabulate several cases. Later, homotopy continuation (Bartoň and Calo 2015) was used as an alternative strategy for finding these rules. In this paper we describe an algorithm to generalize on both of these techniques. It is optimal in the sense that it will integrate a space of dimension , using no more than quadrature points. The algorithm works on arbitrary nonuniform knot vectors of any polynomial degree and continuity, and is demonstrated on polynomial orders up to 15. It extends to 2D and 3D integrals by tensor product.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.titleOptimal Quadrature for univariate and tensor product splinesen_US
dc.typeJournal articleen_US
dc.typePeer revieweden_US
dc.description.versionacceptedVersionen_US
dc.rights.holder© 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 licenseen_US
dc.source.pagenumber84-99en_US
dc.source.volume316en_US
dc.source.journalComputer Methods in Applied Mechanics and Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.cma.2016.04.030
dc.identifier.cristin1413781
cristin.unitcode194,63,15,0
cristin.unitnameInstitutt for matematiske fag
cristin.ispublishedfalse
cristin.fulltextpostprint
cristin.qualitycode2


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel

https://creativecommons.org/licenses/by-nc-nd/4.0/
Med mindre annet er angitt, så er denne innførselen lisensiert som https://creativecommons.org/licenses/by-nc-nd/4.0/