Nonaxisymmetric Vibrations of Conical Shells of Variable Thickness Under a Nonstationary Load

2014 ◽  
Vol 50 (3) ◽  
pp. 295-302
Author(s):  
V. F. Meish ◽  
O. G. Galagan ◽  
V. M. Mel’nik
2020 ◽  
Vol 2020 ◽  
pp. 1-15
Author(s):  
Saira Javed ◽  
F. H. H. Al Mukahal ◽  
M. A. Salama

Free vibration of conical shells of variable thickness is analysed under shear deformation theory with simply supported and clamped free boundary conditions by applying collocation with spline approximation. Sinusoidal thickness variation of layers is assumed in axial direction. Displacements and rotational functions are approximated by Bickley-type splines of order three and a generalized eigenvalue problem is obtained. This problem is solved numerically for an eigenfrequency parameter and an associated eigenvector of spline coefficients. The vibration of composite conical shells consisting of three layers and five layers where each layer is made up of different materials is analysed. Parametric studies are made for analysing the frequencies of the shell with respect to the coefficients of thickness variations, length ratio, cone angle, circumferential node number, and different ply angles with different combinations of the materials. The results are presented in terms of tables and graphs.


2015 ◽  
Vol 757 ◽  
pp. 121-125
Author(s):  
Wei Ning ◽  
Feng Sheng Peng ◽  
Nan Wang ◽  
Dong Sheng Zhang

The free vibrations of the stiffened hollow conical shells with different variable thickness distribution modes are investigated in detail in the context of Donnel-Mushtari conical shell theory. Two sets of boundary conditions have been considered. The algebraic energy equations of the conical shell and the stiffeners are established separately. The Rayleigh-Ritz method is used to equate maximum strain energy to maximum kinetic energy which leads to a standard linear eigenvalue problem. Numerical results are presented graphically for different geometric parameters. The parametric study reveals the characteristic behavior which is useful in selecting the shell thickness distribution modes and the stiffener type. The comparison between the present results and those of finite element method shows that the present results agree well with those of finite element method.


1985 ◽  
Vol 28 (235) ◽  
pp. 117-123 ◽  
Author(s):  
Shin TAKAHASHI ◽  
Katsuyoshi SUZUKI ◽  
Tadashi KOSAWADA

2005 ◽  
Vol 26 (3) ◽  
pp. 277-282 ◽  
Author(s):  
Wang Xin-zhi ◽  
Han Ming-jun ◽  
Zhao Yong-gang ◽  
Yeh Kai-yuan

1982 ◽  
Vol 25 (209) ◽  
pp. 1771-1780 ◽  
Author(s):  
Shin TAKAHASHI ◽  
Katsuyoshi SUZUKI ◽  
Einao ANZAI ◽  
Tadashi KOSAWADA

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