Overlapping finite elements for the Navier-Stokes equations

IF 4.4 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers & Structures Pub Date : 2024-05-25 DOI:10.1016/j.compstruc.2024.107343
Williams L. Nicomedes , Klaus-Jürgen Bathe , Fernando J. S. Moreira , Renato C. Mesquita
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Abstract

The purpose of this paper is to investigate the performance of a certain family of low-order quadrilateral finite elements in the solution of the stationary Navier-Stokes equations governing incompressible fluid flows. These finite elements are derived from the ‘overlapping finite elements’, first developed for the solution of problems in solid mechanics [5,9,48] and incorporate features of both meshfree and traditional finite element methods. One of their most remarkable properties is the insensitivity to mesh distortions. Also, since the Shepard functions are replaced by a suitable interpolation, the resulting basis functions are entirely polynomial, which allows the numerical integration of the weak forms to be performed with few integration points [6,49]. We also discuss the theoretical reasons for the stability of the solutions, that is, the absence of spurious pressure modes, and show that the proposed discretization scheme passes the relevant inf-sup test.

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纳维-斯托克斯方程的重叠有限元
本文旨在研究低阶四边形有限元族在求解不可压缩流体流动的静态纳维-斯托克斯方程时的性能。这些有限元源于 "重叠有限元",最初是为解决固体力学问题而开发的[5,9,48],并融合了无网格和传统有限元方法的特点。其最显著的特性之一是对网格变形不敏感。此外,由于 Shepard 函数被适当的插值所取代,因此得到的基函数完全是多项式的,这使得弱形式的数值积分只需很少的积分点即可完成[6,49]。我们还讨论了解的稳定性(即不存在虚假压力模式)的理论原因,并证明所提出的离散化方案通过了相关的 inf-sup 检验。
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来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
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