Nonlinear response of imperfect eccentrically stiffened ceramic-metal-ceramic FGM thin circular cylindrical shells surrounded on elastic foundations and subjected to axial compression

被引:55
作者
Nguyen Dinh Duc [1 ]
Pham Toan Thang [1 ]
机构
[1] Vietnam Natl Univ, Cau Giay, Ha Noi, Vietnam
关键词
Nonlinear response; S-FGM eccentrically stiffened circular cylindrical shells; Imperfection; Stress function; Elastic foundation; STABILITY; VIBRATIONS; LAYER; MASS; BED;
D O I
10.1016/j.compstruct.2013.11.015
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, an analytical approach is presented to investigate the nonlinear static buckling and post-buckling for imperfect eccentrically stiffened functionally graded thin circular cylindrical shells surrounded on elastic foundation with ceramic-metal-ceramic layers (S-FGM) and subjected to axial compression. The Lekhnitsky smeared stiffeners technique with Pasternak type elastic foundation, stress function and Bubnov-Galerkin method are applied. Numerical results are given for evaluating effects of material and geometrical properties, elastic foundations and eccentrically outside stiffeners on the buckling and post-buckling of the S-FGM shells. The obtained results are validated by comparing with those in the literature. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:200 / 206
页数:7
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