MODELING EDGE EFFECTS WITH THE C-O PLATE-BENDING ELEMENTS - .2. THE PERFORMANCE OF THE REFORMULATED 4-NODE ELEMENT

被引：8

作者：

BRIASSOULIS, D

机构：

[1] Department of Agricultural Engineering, Agricultural University of Athens, Athens, 11855

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1993年 / 36卷 / 23期

关键词：

D O I：

10.1002/nme.1620362309

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The reformulated four-node element has exhibited an excellent behaviour in static finite element analyses being free of shear and machine locking problems and of zero energy modes and modelling accurately relatively thick plates. In the present paper, the element under consideration is shown to exhibit an analogous excellent performance in modelling highly demanding boundary layer plate bending problems.

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页码：4069 / 4109

页数：41

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