2022
DOI: 10.1016/j.camwa.2021.05.022
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A C1 virtual element method for the stationary quasi-geostrophic equations of the ocean

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Cited by 14 publications
(6 citation statements)
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“…The resulting conforming formulation is shown to be well-posed through a Banach fixed-point argument provided that the mesh size is small enough, and optimal errors bounds are proved when the error is measured in the H 2 norm. Interesting applications of highly-regular conforming VEM can be also found in the context of geostrophic equations 61 and fourth-order subdiffusion equations. 54 Highly-regular conforming VEMs have been recently proposed and analyzed for general polyharmonic boundary value problems 10 of the form (−∆) p1 u = f , p 1 ≥ 1, in two dimensions.…”
Section: Background Materials On Arbitrarily Regular Virtual Element ...mentioning
confidence: 99%
“…The resulting conforming formulation is shown to be well-posed through a Banach fixed-point argument provided that the mesh size is small enough, and optimal errors bounds are proved when the error is measured in the H 2 norm. Interesting applications of highly-regular conforming VEM can be also found in the context of geostrophic equations 61 and fourth-order subdiffusion equations. 54 Highly-regular conforming VEMs have been recently proposed and analyzed for general polyharmonic boundary value problems 10 of the form (−∆) p1 u = f , p 1 ≥ 1, in two dimensions.…”
Section: Background Materials On Arbitrarily Regular Virtual Element ...mentioning
confidence: 99%
“…The VEM introduced in [12] as a generalization of FEM which is characterized by the capability of dealing with very general polygonal/polyhedral meshes, including hanging nodes and nonconvex elements (see [10,7,13,15,19,20,26,27,30,32,33,37] and refereneces therein). The VEM also permits to easily implement highly regular conforming discrete spaces [18,22] which make the method very feasible to solve various fourth-order problems [8,35,14,34,36]. Regarding VEM for time dependent problems, we mention the following works [2,1,4,6,9,39,38,40].…”
Section: Introductionmentioning
confidence: 99%
“…A VEM for Helmholtz problems based on non-conforming approximation spaces of Trefftz functions, i.e., functions that belong to the kernel of the Helmholtz operator, is found [51] The first works using a 𝐶 1 -regular conforming VEM addressed the classical plate bending problems [33,38], second-order elliptic problems [24,25], and the nonlinear Cahn-Hilliard equation [3]. More recently, highly regular virtual element spaces were considered for the von Kármán equation modelling the deformation of very thin plates [49], geostrophic equations [53] and fourth-order subdiffusion equations [48], two-dimensional plate vibration problem of Kirchhoff plates [52], the transmission eigenvalue problems [54] the fourth-order plate buckling eigenvalue problem [55]. In [10], we proposed the highly-regular conforming VEM for the two-dimensional polyharmonic problem (−Δ) 𝑝 1 𝑢 = 𝑓 , 𝑝 1 ≥ 1.…”
Section: Introductionmentioning
confidence: 99%