SUPERCONVERGENT PATCH RECOVERY OF FINITE-ELEMENT SOLUTION AND A-POSTERIORI L2 NORM ERROR ESTIMATE

被引:47
作者
WIBERG, NE
LI, XD
机构
[1] Department of Structural Mechanics, Chalmers University of Technology, Göteborg
来源
COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING | 1994年 / 10卷 / 04期
关键词
D O I
10.1002/cnm.1640100406
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the paper we present a superconvergent patch recovery technique for obtaining higher-order-accurate finite-element solutions and thus a postprocessed type of L2 norm error estimate. Two modifications make our procedure different from the one proposed by Zienkiewicz and Zhu (1992), in which higher-order-accurate derivatives of the finite-element solution at nodes are determined. Firstly, the recovery process is made for elements, not for nodes. An 'element patch', which represents the union of an element under consideration and the surrounding elements, is introduced. Secondly, the local error estimate is calculated directly from the improved solution for this element. Numerical tests on both ID and 2D model problems show that this method can provide an asymptotically exact a posteriori L2 norm error estimate if the used element possesses superconvergent points for the solutions.
引用
收藏
页码:313 / 320
页数:8
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