An h-hierarchical adaptive procedure for the scaled boundary finite-element method

被引:89
作者
Deeks, AJ
Wolf, JP
机构
[1] Univ Western Australia, Dept Civil Engn, Nedlands, WA 6907, Australia
[2] Swiss Fed Inst Technol, Inst Hydraul & Energy, Dept Civil Engn, CH-1015 Lausanne, Switzerland
关键词
adaptivity; computational effort; h-hierarchical finite elements; scaled boundary finite-element method; stress singularity; sub-structuring; unbounded domain;
D O I
10.1002/nme.440
中图分类号
T [工业技术];
学科分类号
08 [工学];
摘要
The scaled boundary finite-element method (a novel semi-analytical method for solving linear partial differential equations) involves the solution of a quadratic eigenproblem, the computational expense of which rises rapidly as the number of degrees of freedom increases. Consequently, it is desirable to use the minimum number of degrees of freedom necessary to achieve the accuracy desired. Stress recovery and error estimation techniques for the method have recently been developed. This paper describes an h-hierarchical adaptive procedure for the scaled boundary finite-element method. To allow full advantage to be taken of the ability of the scaled boundary finite-element method to model stress singularities at the scaling centre, and to avoid discretization of certain adjacent segments of the boundary, a sub-structuring technique is used. The effectiveness of the procedure is demonstrated through a set of examples. The procedure is compared with a similar h-hierarchical finite element procedure. Since the error estimators in both cases evaluate the energy norm of the stress error, the computational cost of solutions of similar overall accuracy can be compared directly. The examples include the first reported direct comparison of the computational efficiency of the scaled boundary finite-element method and the finite element method. The scaled boundary finite-element method is found to reduce the computational effort considerably. Copyright (C) 2002 John Wiley Sons, Ltd.
引用
收藏
页码:585 / 605
页数:23
相关论文
共 27 条
[1]
A-POSTERIORI ERROR ESTIMATES FOR FINITE-ELEMENT METHOD [J].
BABUSKA, I ;
RHEINBOLDT, WC .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1978, 12 (10) :1597-1615
[2]
BABUSKA I, 1986, ACCURACY ESTIMATES A
[3]
BOOCH G, 1994, OBJECT ORIENTED ANAL
[4]
H-HIERARCHICAL ADAPTIVE BOUNDARY-ELEMENT METHOD USING LOCAL REANALYSIS [J].
CHARAFI, A ;
NEVES, AC ;
WROBEL, LC .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (13) :2185-2207
[5]
COOREVITS P, 1995, COMPUTER METHODS APP, V121, P19
[6]
A hierarchical adaptive finite element strategy for elastic-plastic problems [J].
Cramer, H ;
Rudolph, M ;
Steinl, G ;
Wunderlich, W .
COMPUTERS & STRUCTURES, 1999, 73 (1-5) :61-72
[7]
Deeks A, 1998, ADVANCES IN FINITE ELEMENT PROCEDURES AND TECHNIQUES, P115
[8]
Stress recovery and error estimation for the scaled boundary finite-element method [J].
Deeks, AJ ;
Wolf, JP .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2002, 54 (04) :557-583
[9]
TOWARD A UNIVERSAL H-P ADAPTIVE FINITE-ELEMENT STRATEGY .1. CONSTRAINED APPROXIMATION AND DATA STRUCTURE [J].
DEMKOWICZ, L ;
ODEN, JT ;
RACHOWICZ, W ;
HARDY, O .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1989, 77 (1-2) :79-112
[10]
GAMMA E, 1995, ADDISONWESLEY PROFES