Title of article
Large-deformation triangular and tetrahedral element formulations for unstructured meshes Original Research Article
Author/Authors
Stephen R. Beissel، نويسنده , , Gordon R. Johnson، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2000
Pages
14
From page
469
To page
482
Abstract
The increasing use of automatic mesh generators and remeshers has spurred the need for accurate and efficient triangular and tetrahedral elements in unstructured meshes. In large-deformation analysis of solids, accuracy and efficiency require the treatment of volumetric locking and element distortions, respectively. In this paper, a mixed formulations is proposed to treat these issues, and applied to triangular and tetrahedral elements. The formulations enforces, in the weak sense, the expression for the volumetric strain in terms of the deformation gradient. The mixed formulation is combined with an irreducible formulation to provide a balance between the treatment of volumetric locking and the maintenance of an adequate critical timestep. Three techniques are proposed to determine such a balance at the local (element) level. Example computations in two and three dimensions of an iron cylinder impacting a rigid surface are used to demonstrate the formulations, and to compare them to the irreducible displacement-based formulation.
Keywords
Unstructured meshes , Large deformations , Mixed formulation
Journal title
Computer Methods in Applied Mechanics and Engineering
Serial Year
2000
Journal title
Computer Methods in Applied Mechanics and Engineering
Record number
891918
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