2017
DOI: 10.48550/arxiv.1703.05745
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Finite element procedures for computing normals and mean curvature on triangulated surfaces and their use for mesh refinement

Abstract: In this paper we consider finite element approaches to computing the mean curvature vector and normal at the vertices of piecewise linear triangulated surfaces. In particular, we adopt a stabilization technique which allows for first order L 2convergence of the mean curvature vector and apply this stabilization technique also to the computation of continuous, recovered, normals using L 2 -projections of the piecewise constant face normals. Finally, we use our projected normals to define an adaptive mesh refine… Show more

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Cited by 2 publications
(2 citation statements)
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“…For triangulated surfaces, one approach is to adopt alternative basis functions, such as those used by subdivision surfaces [110], which provide enough regularity to yield accurate pointwise approximations to curvature and surface derivatives by directly differentiating the shape functions. Another approach is to use methods of discrete differential geometry using averaging Voronoi cells [111] or finite element stabilization techniques [112]. In the immersogeometric FSI methodology [113], higher order spline-based surface representation can be used, following the original work on isogeometric analysis [114].…”
Section: Discussionmentioning
confidence: 99%
“…For triangulated surfaces, one approach is to adopt alternative basis functions, such as those used by subdivision surfaces [110], which provide enough regularity to yield accurate pointwise approximations to curvature and surface derivatives by directly differentiating the shape functions. Another approach is to use methods of discrete differential geometry using averaging Voronoi cells [111] or finite element stabilization techniques [112]. In the immersogeometric FSI methodology [113], higher order spline-based surface representation can be used, following the original work on isogeometric analysis [114].…”
Section: Discussionmentioning
confidence: 99%
“…We will now replace the mean curvature vector H = κn Γ with a smoothened discrete curvature [24,23,10], H h , as detailed in the following. Let [H n h ] d denote the vector-valued continuous piecewise linear finite element space over the domain formed by the band of all intersected elements at time t = t n .…”
Section: Stabilised Scheme For the Surface Tension Forcementioning
confidence: 99%