Virtual elements on agglomerated finite elements to increase the critical time step in elastodynamic simulations

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING(2022)

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摘要
In this article, we use the first-order virtual element method (VEM) to investigate the effect of shape quality of polyhedra in the estimation of the critical time step for explicit three-dimensional elastodynamic finite element (FE) simulations. Low-quality FEs are common when meshing realistic complex components, and while tetrahedral meshing technology is generally robust, meshing algorithms cannot guarantee high-quality meshes for arbitrary geometries or for non-water-tight computer-aided design models. For reliable simulations on such meshes, we consider FE meshes with tetrahedral and prismatic elements that have badly shaped elements-tetrahedra with dihedral angles close to 0 circle$$ {0}<^>{\circ } $$ and 180 circle$$ 18{0}<^>{\circ } $$, and slender prisms with triangular faces that have short edges-and agglomerate such "bad" elements with neighboring elements to form a larger polyhedral virtual element. On each element, the element-eigenvalue inequality is used to estimate the critical time step. For a suite of illustrative FE meshes with epsilon$$ \epsilon $$ being a mesh-coordinate parameter that leads to poor mesh quality, we show that adopting VEM on the agglomerated polyhedra yield critical time steps that are insensitive as epsilon -> 0$$ \epsilon \to 0 $$. The significant reduction in solution time on meshes with agglomerated virtual elements vis-a-vis tetrahedral meshes is demonstrated through explicit dynamics simulations on a tapered beam.
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关键词
consistency, critical time step, hourglass stability, linear elastodynamics, sliver tetrahedron, VEM
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