武汉化工学院学报2001，Vol.23Issue(1)：66-69,4.
双参数地基上层合板屈曲问题的半解析解法
A semianalytical approach for buckling analysis of composite laminated plates resting on a twoparameter foundation
杨杰 1沈惠申2
作者信息
- 1. 上海交通大学建筑工程与力学学院
- 2. 武汉化工学院机械工程系,
- 折叠
摘要
Abstract
Buckling analysis for uniaxially or biaxially compressed laminated plates resting on a twoparameter foundation is presented based on the classical laminated plate theory. A semianalytical approach, which makes use of DQ approximation and Galerkin method, is developed to determine the buckling loads for the plate. Numerical examples show that fiber orientation, foundation parameters, plate aspect ratio and boundary conditions have great effects on the loadcarrying capacity of the plate.关键词
层合板/屈曲/弹性地基/半解析法分类
数理科学引用本文复制引用
杨杰,沈惠申..双参数地基上层合板屈曲问题的半解析解法[J].武汉化工学院学报,2001,23(1):66-69,4.
