计算力学学报2016，Vol.33Issue(5)：717-724,8.DOI:10.7511/jslx201605010
基于新修正偶应力理论的Mindlin层合板稳定性分析
Buckling analysis of composite laminated Mindlin plate based on new modified couple stress theory
摘要
Abstract
A model of composite laminated Mindlin plate of buckling analysis based on new modified cou-ple stress theory is presented.The theory involving two material length scale parameters,one related to fiber and the other related to matrix.Based on modified couple stress theory,the Mindlin laminated plates is different from composite laminated Kirchhoff plate,considering the transverse shear deforma-tion,and involving two angle of rotation variables.A simplified model for cross-ply composited laminated Mindlin plate including only one material length scale parameter is applied to the buckling analysis. Calculating the critical load of cross-ply laminated Mindlin plate with simply supported boundary. Numerical results show that the scale effects of buckling analysis in microstructures are captured by present model.关键词
各向异性修正偶应力理论/Mindlin层合板/各向异性本构方程/稳定性/尺寸效应Key words
anisotropic modified couple-stress theory/laminated composite Mindlin plate/anisotropic constitute relations/buckling/scale effects分类
数理科学引用本文复制引用
陈万吉,牛惠..基于新修正偶应力理论的Mindlin层合板稳定性分析[J].计算力学学报,2016,33(5):717-724,8.基金项目
国家自然科学基金(11471066,11572204)资助项目 （11471066,11572204）
