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Convergence of the nonconforming Wilson element for arbitrary quadrilateral meshes
Authors:P Lesaint  M Zlámal
Institution:(1) Laboratoire d'Analyse Numérique et d'Informatique, Faculté des Sciences et des Techniques Route de Gray, 25030 Besançon, France;(2) Computing Center of the Technical University in Brno, Trcaronída Obráncuring Míru 21, 60200 Brno, Czechoslovakia
Abstract:Summary A modified variational formulation, recently introduced by Taylor, Beresford and Wilson for solving second order problems, using the nonconforming Wilson element is here analysed. It is shown that the Patch Test is satisfied and that stresses and displacements are respectively first and second order accurate for arbitrary quadrilateral meshes.
Keywords:AMS(MOS): 65N30  CR: 5  17
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