COMPARISON OF LAGRANGIAN AND SERENDIPITY MINDLIN PLATE ELEMENTS FOR FREE-VIBRATION ANALYSIS

被引：45

作者：

HINTON, E

BICANIC, N

机构：

来源：

COMPUTERS & STRUCTURES | 1979年 / 10卷 / 03期

关键词：

D O I：

10.1016/0045-7949(79)90023-3

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The performance of five Lagrangian and Serendipity (4,8,9,12 and 16 noded) isoparametric elements in the free vibration finite analysis of Mindlin plates is evaluated. The results are compared with well established analytical and numerical solutions based on Mindlin's thick plate theory and three dimensional elasticity solutions. © 1979.

引用

页码：483 / 493

页数：11

共 25 条

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[7] Hinton, Razzaque, Zienkiewicz, Davies, A simple finite element solution for plates of homogenous, sandwich and cellular construction, Proc. Inst. Civil Engng, 59, pp. 43-65, (1975)
[8] Rock, Hinton, A finite element method for the free vibration of plates allowing for transverse shear deformation, Comput. Structures, 6, pp. 37-44, (1976)
[9] Pugh, Hinton, Zienkiewicz, A study of quadrilateral plate bending elements with “reduced” integration, Int. J. Num. Meth. Engng, 12, pp. 1059-1079, (1978)
[10] Hughes, Taylor, Kanoknukulchai, A simple and efficient finite element for bending, Int. J. Num. Meth. Engng, 11, pp. 1529-1543, (1977)

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