Buckling Analysis of a Plate Compliant in Transverse Shear

被引：0
|
作者：
V. Nesterov
机构：
[1] Reshetnev Siberian State Aerospace University,
来源：
Mechanics of Composite Materials | 2014年 / 50卷
关键词：
plate; finite-element method; transverse shear strains;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A finite-element solution to the buckling of a plate compliant in transverse shear is considered. A rectangular finite element with four nodes is used. The basic kinematic variables include the angles of transverse shear strains. A comparative analysis of the load-carrying ability of composite and sandwich plates compressed along one of plate sides is performed. Two variants of boundary conditions on the plate contour are compared, namely the classical fixed contour and a fixed contour with free transverse shear deformations.
引用
收藏
页码：553 / 568
页数：15
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