2017
DOI: 10.1007/s10444-017-9572-6
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Morley-Wang-Xu element methods with penalty for a fourth order elliptic singular perturbation problem

Abstract: Two Morley-Wang-Xu element methods with penalty for the fourth order elliptic singular perturbation problem are proposed in this paper, including the interior penalty Morley-Wang-Xu element method and the super penalty Morley-Wang-Xu element method. The key idea in designing these two methods is combining the Morley-Wang-Xu element and penalty formulation for the Laplace operator. Robust a priori error estimates are derived under minimal regularity assumptions on the exact solution by means of some established… Show more

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Cited by 13 publications
(13 citation statements)
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“…Furthermore, for ψ ∈ H 2 (Ω), ω h ∈ W h , the following result has been proved in [10], which will be important in the quasi‐uniform convergence analysis. bhfalse(normalΠhψ,normalΠhωhfalse)+false(Δψ,normalΠhωhfalse)Ch|ψ|2|Πhωh|1,h. …”
Section: Quasi‐uniform Convergence Analysis When F(ψ) =mentioning
confidence: 99%
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“…Furthermore, for ψ ∈ H 2 (Ω), ω h ∈ W h , the following result has been proved in [10], which will be important in the quasi‐uniform convergence analysis. bhfalse(normalΠhψ,normalΠhωhfalse)+false(Δψ,normalΠhωhfalse)Ch|ψ|2|Πhωh|1,h. …”
Section: Quasi‐uniform Convergence Analysis When F(ψ) =mentioning
confidence: 99%
“…However, as we know, there have been a lot of uniform convergence analysis in ϵ about nonconforming FEMs for the following fourth order elliptic singular perturbation problem: leftlmatrixϵ2normalΔ2uΔu=f,inΩ,u=νu=0,on∂Ω, where 0 < ϵ ≤ 1 is a real parameter. Such as a C 0 nonconforming FEM [7], the double set parameter method [8, 9], a modified Morley FEM [10], a rectangular Morley element [11], a rectangular Morley FEM on anisotropic meshes [12, 13].…”
Section: Introductionmentioning
confidence: 99%
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“…In applied sciences, many model problems take the formulation of fourth order elliptic perturbation problems, such as, e.g., the linearized Cahn-Hilliard equation [9,31,39,43,[51][52][53], and the strain gradient problem [1,10,11,28,33,49]. In order for the robust discretisation of such problems, numerical schemes that work for both fourth and second order problems are needed.…”
Section: Introductionmentioning
confidence: 99%