Analysis of a least-squares finite element method for the thin plate problem

被引:3
作者
Duan, Huo-yuan [1 ]
Gao, Shao-qin [2 ]
Jiang, Bo-nan [3 ]
Tan, Roger C. E. [1 ]
机构
[1] Natl Univ Singapore, Dept Math, Singapore 117543, Singapore
[2] HeBei Univ, Math & Comp Coll, Baoding City 071002, Hebei Province, Peoples R China
[3] Oakland Univ, Dept Math, Rochester, MI 48309 USA
关键词
Thin plate equation; Deflection-slope-moment-shear force; Least-squares finite element method; STOKES EQUATIONS;
D O I
10.1016/j.apnum.2008.03.041
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
A new least-squares finite element method is analyzed for the thin plate problem subject to various boundary conditions (clamped, simply supported and free). The unknown variables are deflection, slope, moment and shear force. The coercivity property is established. As a result, all variables can be approximated by any conforming finite elements. In particular, an H-1-ellipticity is proven for the free thin plate. This indicates that optimal error bounds hold for all variables with the use of equal-order continuous elements. Numerical experiments are performed to confirm the theoretical results obtained. (C) 2008 IMACS. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:976 / 987
页数:12
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