The Dynamic Response and Vibration of Functionally Graded Carbon Nanotube-Reinforced Composite (FG-CNTRC) Truncated Conical Shells Resting on Elastic Foundations

被引：54

作者：

Duc Nguyen Dinh ^{[1
,2
]}

Pham Dinh Nguyen ^{[1
]}

机构：

[1] Univ Engn & Technol UET VNU, VNU Hanoi, Adv Mat & Struct Lab, 144 Xuan Thuy, Hanoi 100000, Vietnam

[2] Sejong Univ, Dept Civil & Environm Engn, Natl Res Lab, 209 Neungdong Ro, Seoul 05006, South Korea

来源：

MATERIALS | 2017年 / 10卷 / 10期

关键词：

FG-CNTRC truncated conical shells; dynamic response and vibration; classical shell theory; elastic foundations; BUCKLING ANALYSIS; IMPERFECTION SENSITIVITY; POSTBUCKLING BEHAVIOR; CYLINDRICAL-SHELLS; STABILITY; STRENGTH;

D O I：

10.3390/ma10101194

中图分类号：

O64 [物理化学（理论化学）、化学物理学];

学科分类号：

070304 ; 081704 ;

摘要：

Based on the classical shell theory, the linear dynamic response of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) truncated conical shells resting on elastic foundations subjected to dynamic loads is presented. The truncated conical shells are reinforced by single-walled carbon nanotubes (SWCNTs) that vary according to the linear functions of the shell thickness. The motion equations are solved by the Galerkin method and the fourth-order Runge-Kutta method. In numerical results, the influences of geometrical parameters, elastic foundations, natural frequency parameters, and nanotube volume fraction of FG-CNTRC truncated conical shells are investigated. The proposed results are validated by comparing them with those of other authors.

引用

页数：20

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