2016
DOI: 10.1016/j.amc.2015.06.103
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C1 finite elements on non-tensor-product 2d and 3d manifolds

Abstract: Geometrically continuous (Gk) constructions naturally yield families of finite elements for isogeometric analysis (IGA) that are Ck also for non-tensor-product layout. This paper describes and analyzes one such concrete C1 geometrically generalized IGA element (short: gIGA element) that generalizes bi-quadratic splines to quad meshes with irregularities. The new gIGA element is based on a recently-developed G1 surface construction that recommends itself by its a B-spline-like control net, low (least) polynomia… Show more

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Cited by 49 publications
(62 citation statements)
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“…The resulting smooth surfaces are then used to construct C 1 isogeometric splines spaces, but which are in general not nested, see e.g. [29,41]. The method [41] employs the surface construction [30], which is based on a biquadratic C 1 spline surface and on a bicubic or biquartic G 1 surface cap depending on the valency of the corresponding extraordinary vertex.…”
Section: The Design Of C 1 Isogeometric Spacesmentioning
confidence: 99%
See 1 more Smart Citation
“…The resulting smooth surfaces are then used to construct C 1 isogeometric splines spaces, but which are in general not nested, see e.g. [29,41]. The method [41] employs the surface construction [30], which is based on a biquadratic C 1 spline surface and on a bicubic or biquartic G 1 surface cap depending on the valency of the corresponding extraordinary vertex.…”
Section: The Design Of C 1 Isogeometric Spacesmentioning
confidence: 99%
“…[20]. The resulting global C 1 -smoothness of the spaces then enables the solution of fourth order PDEs just via its weak form using a standard Galerkin discretization, see for example [4,15,24,28,41,49] for the biharmonic equation, [3,6,32,33,34] for the Kirchhoff-Love shell formulation, [18,19,36] for the Cahn-Hilliard equation and [17,43] for plane problems of first strain gradient elasticity.…”
Section: Introductionmentioning
confidence: 99%
“…The application and further development of these techniques is currently a very active area of research in isogeometric analysis, see e.g. [4][5][6][7][8][9][10][11][12][13][14][15]. Unfortunately, none of the techniques from computer-aided design seems to give optimal finite element convergence rates without further modifications, especially when applied to Kirchhoff-Love thin shells with arbitrary geometry.…”
Section: Introductionmentioning
confidence: 99%
“…The methods [43,48,49] use a singular parameterization with patches in the vicinity of an extraordinary vertex, which belong to a specific class of degenerate (Bézier) patches introduced in [45], and that allow, despite having singularities, the design of globally C 1 isogeometric spaces. The techniques [33,34,42] are based on G 1 multi-patch surface constructions, where the obtained surface in the neighborhood of an extraordinary vertex consists of patches of slightly higher degree [33,42] and is generated by means of a particular subdivision scheme [34]. As a special case of the first approach can be seen the constructions in [41,47], that employ a polar framework to generate C 1 spline spaces.…”
Section: Introductionmentioning
confidence: 99%