A SHEAR LOCKING FREE ISOPARAMETRIC 3-NODE TRIANGULAR FINITE-ELEMENT FOR MODERATELY-THICK AND THIN PLATES

被引：15
|
作者：
KABIR, HRH
机构：
[1] Engineering Mechanics Research Corporation, Troy, Michigan, 48083
来源：
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1992年 / 35卷 / 03期
关键词：
D O I：
10.1002/nme.1620350306
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A shear locking free isoparametric three-node triangular plate bending element, KEYA, is developed. Reissner/Mindlin theory that incorporates transverse shear deformation is assumed in the plate formulations. Numerical results include patch tests, convergence of transverse displacement and stress resultants, and variations of them for various parametric effects on cantilever, simply supported and clamped plates.
引用
收藏
页码：503 / 519
页数：17
相关论文
共 50 条
12345