Antisymmetric bending analysis of symmetric laminated plates including transverse shear and normal effects

被引：4

作者：

He, JF

Zhang, SW

机构：

[1] Department of Engineering Mechanics, Tsinghua University, Beijing

来源：

COMPOSITE STRUCTURES | 1997年 / 37卷 / 3-4期

基金：

中国国家自然科学基金;

关键词：

D O I：

10.1016/S0263-8223(98)80006-8

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Antisymmetric bending analysis of symmetric laminated plates is presented here. The transverse shear and normal strain and stress effects on bending of such laminates are considered. The displacement fields and the transverse shear and normal stress fields are assumed to preserve the displacement and traction continuity conditions at the interface between layers. A set of twelfth-order governing equations and consistent boundary conditions are given from a mixed variational theorem. Solutions for simply-supported cross-ply plates and a strip are discussed. The numerical results are compared with elasticity solutions and results given from other theories. The present theory is found to agree closely with three-dimensional elasticity solutions. Copyright (C) 1997 Elsevier Science Ltd.

引用

页码：393 / 417

页数：25

共 20 条

[1] BENDING, VIBRATION AND BUCKLING OF SIMPLY SUPPORTED THICK MULTILAYERED ORTHOTROPIC PLATES - AN EVALUATION OF A NEW DISPLACEMENT MODEL [J].