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

页码：503 / 519

页数：17

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