Dynamic Stability of Functionally Graded Carbon Nanotube-Reinforced Composite Beams

被引:157
|
作者
Ke, Liao-Liang [2 ,4 ]
Yang, Jie [1 ]
Kitipornchai, Sritawat [3 ]
机构
[1] RMIT Univ, Sch Aerosp Mech & Mfg Engn, Bundoora, Vic 3083, Australia
[2] Beijing Jiaotong Univ, Inst Engn Mech, Beijing, Peoples R China
[3] Univ Queensland, Sch Civil Engn, Brisbane, Qld, Australia
[4] City Univ Hong Kong, Dept Civil & Architectural Engn, Kowloon, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
dynamic stability; free vibration; buckling; functionally graded materials; nanocomposites; Timoshenko beam theory; MOLECULAR-DYNAMICS; ELASTIC PROPERTIES; FREE-VIBRATION; DIFFERENTIAL QUADRATURE; NONLINEAR VIBRATION; CYLINDRICAL-SHELLS; LOAD-TRANSFER; BEHAVIOR; NANOCOMPOSITE; PLATES;
D O I
10.1080/15376494.2011.581412
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article presents a dynamic stability analysis of functionally graded nanocomposite beams reinforced by single-walled carbon nanotubes (SWCNTs) based on Timoshenko beam theory. The material properties of functionally graded carbon nanotube-reinforced composites (FG-CNTRCs) are assumed to vary in the thickness direction and are estimated through the rule of mixture. The differential quadrature method is employed to convert the governing differential equations into a linear system of Mathieu-Hill equations from which the boundary points on the unstable regions are determined by Bolotin's method. Free vibration and elastic buckling are also discussed as subset problems. A parametric study is conducted to investigate the influences of nanotube volume fraction, slenderness ratio, and end supports on the dynamic stability characteristics of FG-CNTRC beams. Numerical results for composite beams reinforced by uniformly distributed carbon nanotube are also provided for comparison.
引用
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页码:28 / 37
页数:10
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