New approach to investigate nonlinear dynamic response and vibration of imperfect functionally graded carbon nanotube reinforced composite double curved shallow shells subjected to blast load and temperature

被引:140
|
作者
Nguyen Dinh Duc [1 ,2 ,3 ]
Tran Quoc Quan [1 ]
Nguyen Dinh Khoa [1 ]
机构
[1] UET, VNU Hanoi, Adv Mat & Struct Lab, 144 Xuan Thuy, Hanoi, Vietnam
[2] Sejong Univ, Dept Civil & Environm Engn, Natl Res Lab, 209 Neungdong Ro, Seoul 05006, South Korea
[3] VJU, VNU Hanoi, Infrastruct Engn Program, My Dinh 1, Hanoi, Vietnam
关键词
Analytical approach; Nonlinear dynamic response and vibration; Imperfect FG-CNTRC double curved shallow shells; Blast load; Higher order shear theory; Elastic foundations; ELASTIC FOUNDATIONS; CYLINDRICAL-SHELLS; LAMINATED GLASS; PLATES; SIMULATIONS; STABILITY; BEHAVIOR;
D O I
10.1016/j.ast.2017.09.031
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
This paper presents a new approach - using analytical solution to investigate nonlinear dynamic response and vibration of imperfect functionally graded carbon nanotube reinforced composite (FG-CNTRC) double curved shallow shells. The double curved shallow shells are reinforced by single-walled carbon nanotubes (SWCNTs) which vary according to the linear functions of the shell thickness. The shells are resting on elastic foundations and subjected to blast load and temperature. The shell's effective material properties are assumed to depend on temperature and estimated through the rule of mixture. By applying higher order shear theory, Galerkin method and fourth-order Runge-Kutta method and the Airy stress function, nonlinear dynamic response and natural frequency for thick imperfect FG-CNTRC double curved shallow shells are determined. In numerical results, the influences of geometrical parameters, elastic foundations, initial imperfection, temperature increment and nanotube volume fraction on the nonlinear vibration of the FG-CNTRC double curved shallow shells are investigated. The proposed results are validated by comparing with those of other authors. (C) 2017 Elsevier Masson SAS. All rights reserved.
引用
收藏
页码:360 / 372
页数:13
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