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000481040 001__ 481040 000481040 005__ 20221026103211.0 000481040 037__ $$aRWTH-2015-04015 000481040 041__ $$aEnglish 000481040 1001_ $$0P:(DE-HGF)0$$aDornisch, W.$$b0$$eCorresponding author 000481040 1112_ $$a3. ECCOMAS Young Investigators Conference and 6th GACM Colloquium on Computational Mechanics$$cAachen$$d2015-07-20 - 2015-07-23$$gYIC GACM 2015$$wGermany 000481040 245__ $$aThe influence of integration schemes in isogeometric Reissner–Mindlin shell analysis$$honline 000481040 260__ $$aAachen$$bPublikationsserver der RWTH Aachen University$$c2015 000481040 29510 $$aConference Proceedings of the YIC GACM 2015 / ed.: Stefanie Elgeti ; Jaan-Willem Simon 000481040 300__ $$a4 S. 000481040 3367_ $$0PUB:(DE-HGF)8$$2PUB:(DE-HGF)$$aContribution to a conference proceedings$$bcontrib$$mcontrib 000481040 3367_ $$033$$2EndNote$$aConference Paper 000481040 3367_ $$2ORCID$$aCONFERENCE_PAPER 000481040 3367_ $$2DataCite$$aOutput Types/Conference Paper 000481040 3367_ $$2DRIVER$$aconferenceObject 000481040 3367_ $$2BibTeX$$aINPROCEEDINGS 000481040 520__ $$aThe idea of isogeometric analysis is to use the more sophisticated basis functions of design systems alsofor the analysis. This requires a thoughtful update of element formulations. A precise and effective Reissner–Mindlinshell formulation is presented in this contribution. Special focus is put on the numerical integration of the stiffnessmatrix. The usage of non-uniform integration can have positive or negative effects on the accuracy of computations.A numerical example assesses the interaction between rotational concepts and integration.$$leng 000481040 591__ $$aGermany 000481040 653_7 $$2eng$$aIsogeometric Analysis 000481040 653_7 $$2eng$$aNURBS 000481040 653_7 $$2eng$$aReissner–Mindlin shell formulation 000481040 653_7 $$2eng$$aIntegration 000481040 653_7 $$2eng$$aRotation 000481040 7001_ $$0P:(DE-HGF)0$$aMüller, R.$$b1 000481040 7001_ $$0P:(DE-82)IDM00396$$aKlinkel, Sven$$b2 000481040 7870_ $$0RWTH-2015-03980$$iHasPart 000481040 8564_ $$uhttp://nbn-resolving.de/urn:nbn:de:hbz:82-rwth-2015-039806$$yFulltext 000481040 8564_ $$uhttps://publications.rwth-aachen.de/record/480970/files/ProceedingsYIC-GACM-ACCES.pdf 000481040 909CO $$ooai:publications.rwth-aachen.de:481040$$pVDB 000481040 9101_ $$0I:(DE-HGF)0$$6P:(DE-HGF)0$$aInstitute of Applied Mechanics, University of Kaiserslautern$$b0 000481040 9101_ $$0I:(DE-HGF)0$$6P:(DE-HGF)0$$aInstitute of Applied Mechanics, University of Kaiserslautern$$b1 000481040 9141_ $$y2015 000481040 915__ $$0StatID:(DE-HGF)0510$$2StatID$$aOpenAccess 000481040 915__ $$0LIC:(DE-HGF)CCBYND3$$2HGFVOC$$aCreative Commons Attribution-NoDerivs CC BY-ND 3.0 000481040 9201_ $$0I:(DE-82)311810_20140620$$k311810$$lLehrstuhl für Baustatik und Baudynamik$$x0 000481040 961__ $$c2015-08-05T11:22:10.545622$$x2015-08-05T11:22:10.545622$$z2015-08-06$$z2015-08-05T11:22:10.545622 000481040 980__ $$acontrib 000481040 980__ $$aUNRESTRICTED 000481040 980__ $$aVDB 000481040 980__ $$aI:(DE-82)311810_20140620