n-Widths, sup-infs, and optimality ratios for the k-version of the isogeometric finite element method

被引:225
作者
Evans, John A. [1 ]
Bazilevs, Yuri [2 ]
Babuska, Ivo [1 ]
Hughes, Thomas J. R. [1 ]
机构
[1] Univ Texas Austin, Inst Computat Engn & Sci, Austin, TX 78712 USA
[2] Univ Calif San Diego, Dept Struct Engn, La Jolla, CA 92093 USA
关键词
Finite element methods; Isogeometric analysis; k-Method; Approximation; n-Widths; Sup-inf; P-VERSION; CONTINUITY; REFINEMENT; DOMAINS; SPACES; NURBS;
D O I
10.1016/j.cma.2009.01.021
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We begin the mathematical study of the k-method utilizing the theory of Kolmogorov n-widths. The k-method is a finite element technique where spline basis functions of higher-order continuity are employed. It is a fundamental feature of the new field of isogeometric analysis. In previous works, it has been shown that using the k-method has many advantages over the classical finite element method in application areas such as structural dynamics, wave propagation, and turbulence. The Kolmogorov n-width and sup-inf were introduced as tools to assess the effectiveness of approximating functions. In this paper, we investigate the approximation properties of the k-method with these tools. Following a review of theoretical results, we conduct a numerical study in which we compute the n-width and sup-inf for a number of one-dimensional cases. This study sheds further light on the approximation properties of the k-method. We finish this paper with a comparison study of the k-method and the classical finite element method and an analysis of the robustness of polynomial approximation. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:1726 / 1741
页数:16
相关论文
共 32 条
[1]   The role of continuity in residual-based variational multiscale modeling of turbulence [J].
Akkerman, I. ;
Bazilevs, Y. ;
Calo, V. M. ;
Hughes, T. J. R. ;
Hulshoff, S. .
COMPUTATIONAL MECHANICS, 2008, 41 (03) :371-378
[2]  
[Anonymous], 2006, MATH MOD METH APPL S
[3]  
[Anonymous], 1978, A Practical Guide to Splines
[4]  
[Anonymous], FINITE ELEMENT METHO
[5]  
Aubin J.P.., 1972, APPROXIMATION ELLIPT
[6]  
Babuka I., 1991, Handbook of Numerical Analysis, VII, P641
[7]   FINITE ELEMENT METHOD FOR DOMAINS WITH CORNERS [J].
BABUSKA, I .
COMPUTING, 1970, 6 (3-4) :264-&
[8]   THE OPTIMAL CONVERGENCE RATE OF THE P-VERSION OF THE FINITE-ELEMENT METHOD [J].
BABUSKA, I ;
SURI, M .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1987, 24 (04) :750-776
[9]   On principles for the selection of shape functions for the Generalized Finite Element Method [J].
Babuska, I ;
Banerjee, U ;
Osborn, JE .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (49-50) :5595-5629
[10]  
BABUSKA I, 1987, RAIRO-MATH MODEL NUM, V21, P199