A methodology for adaptive finite element analysis: Towards an integrated computational environment

被引:0
|
作者
G. H. Paulino
I. F. M. Menezes
J. B. Cavalcante Neto
L. F. Martha
机构
[1] Department of Civil and Environmental Engineering,
[2] University of Illinois at urbana-champaign 2209 Newmark Laboratory,undefined
[3] 205 North Mathews Avenue,undefined
[4] Urbana,undefined
[5] IL 61801-2352,undefined
[6] U.S.A.,undefined
[7] TeCGraf (Computer Graphics Technology Group),undefined
[8] PUC-Rio,undefined
[9] Rio de Janeiro,undefined
[10] R.J.,undefined
[11] 22453-900,undefined
[12] Brazil,undefined
[13] Department of Civil Engineering,undefined
[14] PUC-Rio,undefined
[15] Rio de Janeiro,undefined
[16] R.J.,undefined
[17] 22453-900,undefined
[18] Brazil,undefined
来源
Computational Mechanics | 1999年 / 23卷
关键词
Key words finite element analysis; error estimation; adaptivity; h-refinement; sensitivity; superconvergent patch recovery (SPR); recovery by equilibrium in patches (REP); object oriented programming (OOP); interactive computer graphics.;
D O I
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中图分类号
学科分类号
摘要
This work introduces a methodology for self-adaptive numerical procedures, which relies on the various components of an integrated, object-oriented, computational environment involving pre-, analysis, and post-processing modules. A basic platform for numerical experiments and further development is provided, which allows implementation of new elements/error estimators and sensitivity analysis. A general implementation of the Superconvergent Patch Recovery (SPR) and the recently proposed Recovery by Equilibrium in Patches (REP) is presented. Both SPR and REP are compared and used for error estimation and for guiding the adaptive remeshing process. Moreover, the SPR is extended for calculating sensitivity quantities of first and higher orders. The mesh (re-)generation process is accomplished by means of modern methods combining quadtree and Delaunay triangulation techniques. Surface mesh generation in arbitrary domains is performed automatically (i.e. with no user intervention) during the self-adaptive analysis using either quadrilateral or triangular elements. These ideas are implemented in the Finite Element System Technology in Adaptivity (FESTA) software. The effectiveness and versatility of FESTA are demonstrated by representative numerical examples illustrating the interconnections among finite element analysis, recovery procedures, error estimation/adaptivity and automatic mesh generation.
引用
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页码:361 / 388
页数:27
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