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A conservative stable finite element method for Stokes flow and nearly incompressible linear elasticity on rectangular grid
Chen, Yuyan1; Zhang, Shuo2
2017-10-15
发表期刊JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS
ISSN0377-0427
卷号323页码:53-70
摘要In this paper, we discuss finite element methods for the incompressible Stokes problem and the nearly incompressible linear elasticity problem. Specifically, we present a finite element pair for the incompressible Stokes problem, which satisfies the discrete inf-sup condition and the discrete Korn's inequality, and moreover, which is element-wise conservative. The pair provides a locking-free method for the nearly incompressible linear elasticity problem without reduced integration. (C) 2017 Elsevier B.V. All rights reserved.
关键词Incompressible Stokes problem Nearly incompressible linear elasticity problem Stable finite element Conservative
DOI10.1016/j.cam.2017.04.011
语种英语
资助项目National Science Foundation of China (NSFC)[NSFC 91430215] ; NSFC[11101415] ; NSFC[11471026] ; SRF for ROCS, SEM, China
WOS研究方向Mathematics
WOS类目Mathematics, Applied
WOS记录号WOS:000402213000004
出版者ELSEVIER SCIENCE BV
引用统计
文献类型期刊论文
条目标识符http://ir.amss.ac.cn/handle/2S8OKBNM/25659
专题计算数学与科学工程计算研究所
通讯作者Zhang, Shuo
作者单位1.Peking Univ, Sch Math Sci, Beijing 100871, Peoples R China
2.Chinese Acad Sci, Acad Math & Syst Sci, NCMIS, LSEC,ICMSEC, Beijing 100190, Peoples R China
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Chen, Yuyan,Zhang, Shuo. A conservative stable finite element method for Stokes flow and nearly incompressible linear elasticity on rectangular grid[J]. JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS,2017,323:53-70.
APA Chen, Yuyan,&Zhang, Shuo.(2017).A conservative stable finite element method for Stokes flow and nearly incompressible linear elasticity on rectangular grid.JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS,323,53-70.
MLA Chen, Yuyan,et al."A conservative stable finite element method for Stokes flow and nearly incompressible linear elasticity on rectangular grid".JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS 323(2017):53-70.
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