2005
DOI: 10.1007/s10092-005-0101-5
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Nonconforming mixed finite element methods for linear elasticity using rectangular elements in two and three dimensions

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Cited by 50 publications
(36 citation statements)
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“…21 In this paper, we propose a new stable pair of finite elements using rectangular elements. We approximate the normal traction by the lowest order element of the second family of mixed finite elements proposed by Nédélec 17 and the shear stress by a nonconforming subspace of H 1 (Ω).…”
Section: Introductionmentioning
confidence: 99%
“…21 In this paper, we propose a new stable pair of finite elements using rectangular elements. We approximate the normal traction by the lowest order element of the second family of mixed finite elements proposed by Nédélec 17 and the shear stress by a nonconforming subspace of H 1 (Ω).…”
Section: Introductionmentioning
confidence: 99%
“…Many authors have developed mixed elements with weak symmetry, 2,6,26,28,27,24,8,9,17,20,15,19 which we will not pursue here. For nonconforming methods with strong symmetry, which is the subject of this paper, there have been several elements proposed for rectangular meshes, 29,30,21,12,23 but very little work on simplicial meshes. A two-dimensional nonconforming element of low degree was developed by two of the present authors.…”
mentioning
confidence: 99%
“…These elements exhibit O(h) convergence rate for both the stress and displacement and can be written as part of a discrete version of the elasticity sequence. In [31] [33]. None of the three-dimensional nonconforming rectangular elements have been shown to be part of a discrete version of the elasticity sequence, that is an analogue of (16).…”
Section: Nonconforming Elementsmentioning
confidence: 99%