Postbuckling of nanotube-reinforced composite cylindrical shells in thermal environments, Part I: Axially-loaded shells

被引:342
|
作者
Shen, Hui-Shen [1 ,2 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Ocean & Civil Engn, Shanghai 200030, Peoples R China
[2] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200030, Peoples R China
关键词
Nanocomposites; Functionally graded materials; Cylindrical shell; Postbuckling; Axial compression; WALLED CARBON NANOTUBES; MOLECULAR-DYNAMICS SIMULATIONS; EFFECTIVE ELASTIC PROPERTIES; BUCKLING ANALYSIS; BEHAVIOR; MECHANISMS; PLATES; BEAMS;
D O I
10.1016/j.compstruct.2011.02.011
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A postbuckling analysis is presented for nanocomposite cylindrical shells reinforced by single-walled carbon nanotubes (SWCNTs) subjected to axial compression in thermal environments. Two kinds of carbon nanotube-reinforced composite (CNTRC) shells, namely, uniformly distributed (UD) and functionally graded (FG) reinforcements, are considered. The material properties of FG-CNTRCs are assumed to be graded in the thickness direction, and are estimated through a micromechanical model. The governing equations are based on a higher order shear deformation theory with a von Karman-type of kinematic nonlinearity. The thermal effects are also included and the material properties of CNTRCs are assumed to be temperature-dependent. A singular perturbation technique is employed to determine the buckling loads and postbuckling equilibrium paths. The numerical illustrations concern the postbuckling behavior of axially-loaded, perfect and imperfect, FG-CNTRC cylindrical shells under different sets of thermal environmental conditions. The results for UD-CNTRC shell, which is a special case in the present study, are compared with those of the FG-CNTRC shell. The results show that the linear functionally graded reinforcements can increase the buckling load as well as postbuckling strength of the shell under axial compression. The results reveal that the CNT volume fraction has a significant effect on the buckling load and postbuckling behavior of CNTRC shells. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2096 / 2108
页数:13
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