SELF-ADAPTIVE STRESS-ANALYSIS BASED ON STRESS CONVERGENCE

被引：12

作者：

ROBERTI, P ^{[1
]}

MELKANOFF, MA ^{[1
]}

机构：

[1] UNIV CALIF LOS ANGELES,LOS ANGELES,CA 90024

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1987年 / 24卷 / 10期

关键词：

D O I：

10.1002/nme.1620241011

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：1973 / 1992

页数：20

共 15 条

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[4] On the stresses in the neighbourhood of a circular hole in a strip under tension
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[5] THE SELF-EQUILIBRATION OF RESIDUALS AND COMPLEMENTARY A-POSTERIORI ERROR-ESTIMATES IN THE FINITE-ELEMENT METHOD
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[J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (08) : 1491 - 1506
[6] A-POSTERIORI ERROR ANALYSIS AND ADAPTIVE PROCESSES IN THE FINITE-ELEMENT METHOD .1. ERROR ANALYSIS
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[J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1983, 19 (11) : 1593 - 1619
[7] ENERGY BASIS FOR MESH REFINEMENT OF STRUCTURAL CONTINUA
MELOSH, RJ
MARCAL, PV
[J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1977, 11 (07) : 1083 - 1091
[8] ADAPTIVE APPROXIMATIONS IN FINITE-ELEMENT STRUCTURAL-ANALYSIS
PEANO, A
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SARDELLA, L
[J]. COMPUTERS & STRUCTURES, 1979, 10 (1-2) : 333 - 342
[9] ALGORITHMS FOR REFINING TRIANGULAR GRIDS SUITABLE FOR ADAPTIVE AND MULTIGRID TECHNIQUES
RIVARA, MC
[J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (04) : 745 - 756
[10] ROBERTI P, 1984, THESIS UCLA

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