Dynamic instability analysis of FG-CNTRC laminated conical shells surrounded by elastic foundations within FSDT

2021 ◽  
Vol 85 ◽  
pp. 104139
Author(s):  
Tao Fu ◽  
Xing Wu ◽  
Zhengming Xiao ◽  
Zhaobo Chen
1999 ◽  
Vol 46 (1) ◽  
pp. 59-64 ◽  
Author(s):  
M. Ganapathi ◽  
B.P. Patel ◽  
C.T. Sambandam ◽  
M. Touratier

2021 ◽  
Vol 263 ◽  
pp. 113720
Author(s):  
Mohammad Amin Shahmohammadi ◽  
Mojtaba Azhari ◽  
Mohammad Mehdi Saadatpour ◽  
Hamzeh Salehipour ◽  
Ömer Civalek

Author(s):  
Shahin Mohammadrezazadeh ◽  
Ali Asghar Jafari

This paper investigates the nonlinear vibration responses of laminated composite conical shells surrounded by elastic foundations under S-S and C-C boundary conditions via an approximate approach. The laminated composite conical shells are modeled based on classical shell theory of Love employing von Karman nonlinear theory. Nonlinear vibration equation of the conical shells is extracted by handling Lagrange method. The linear and nonlinear vibration responses are obtained via an approximate method which combines Lindstedt-Poincare method with modal analysis. The validation of this study is carried out through the comparison of the results of this study with results of published literature. The effects of several parameters including the constants of elastic foundations, boundary conditions, total thickness, length, large edge radius and semi-vertex angle on the values of fundamental linear frequency and curves of amplitude parameter versus nonlinear frequency ratio for laminated composite conical shells with both S-S and C-C boundary conditions are investigated.


Sign in / Sign up

Export Citation Format

Share Document