Stability analysis of cross-ply laminated shells of revolution using a curved axisymmetric shell finite element

被引:11
|
作者
Cagdas, Izzet U. [1 ]
机构
[1] Akdeniz Univ, Fac Engn, Dept Civil Engn, TR-07058 Antalya, Turkey
基金
新加坡国家研究基金会;
关键词
Laminated composite; Shell; Buckling; Finite element analysis; ORTHOTROPIC CYLINDRICAL-SHELLS; TOROIDAL SHELLS; EXTERNAL-PRESSURE; THICK SHELLS; PLATES; EQUATIONS;
D O I
10.1016/j.tws.2011.01.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A curved axisymmetric shell finite element based on a consistent first-order shear deformable shell theory is developed for the linear stability analysis of cross-ply laminated shells of revolution under compressive loads. Finite element analysis results are presented for isotropic, orthotropic and cross-ply laminated shells of revolution in comparison with the analytical and numerical results found in the literature. These comparisons demonstrate the applicability and the high performance of the element in stability analysis of thin and moderately thick cross-ply laminated composite shells of revolution under compressive loads. (C) 2011 Elsevier Ltd. All rights reserved.
引用
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页码:732 / 742
页数:11
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