A ROBUST TRIANGULAR PLATE BENDING ELEMENT OF THE REISSNER-MINDLIN TYPE

被引：84

作者：

ZIENKIEWICZ, OC

LEFEBVRE, D

机构：

[1] Univ Coll of Swansea, Swansea, Wales, Univ Coll of Swansea, Swansea, Wales

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1988年 / 26卷 / 05期

关键词：

MATHEMATICAL TECHNIQUES - Finite Element Method - STRESSES;

D O I：

10.1002/nme.1620260511

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A new triangular plate element is presented. This new element is based on independent interpolations for slopes, displacement and shear forces, and it is shown that it does not suffer from any defect common to other Mindlin plate elements. Several examples are presented to illustrate the behavior of this new element.

引用

页码：1169 / 1184

页数：16

共 30 条

[1]

AHMAD S, 1968, 2ND P C MATR METH ST

[2]

AHMAD S, 1969, THESIS U WALES SWANS

[3]

BABUSKA I, 1987, COMMUNICATION

[4] A 4-NODE PLATE BENDING ELEMENT BASED ON MINDLIN REISSNER PLATE-THEORY AND A MIXED INTERPOLATION [J].