Free Vibration Analysis of Functionally Graded Spherical Torus Structure with Uniform Variable Thickness along Axial Direction

Based on the Ritz method, this paper focused on the free vibration of functionally graded (FG) spherical torus with uniform variable thickness along axial direction under different boundary conditions. The first-order shear deformation theory (FSDT) is employed to formulate the analytical model. The...

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Bibliographic Details
Published in:Shock and vibration 2019, Vol.2019 (2019), p.1-22
Main Authors: Hu, Qiaolin, Huo, Ruidong, Lu, Lin, Miao, Xuhong, Gao, Cong, Shan, Yanhe
Format: Article
Language:English
Subjects:
Analysis
Boundary conditions
Computer simulation
Displacement
Domain decomposition methods
Finite element method
Fourier series
Free vibration
Functionally gradient materials
Mathematical models
Parameters
Polynomials
Ritz method
Segments
Shear deformation
Springs (elastic)
Toruses
Variable thickness
Vibration
Vibration analysis
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Summary:Based on the Ritz method, this paper focused on the free vibration of functionally graded (FG) spherical torus with uniform variable thickness along axial direction under different boundary conditions. The first-order shear deformation theory (FSDT) is employed to formulate the analytical model. The method involves partitioning of the spherical torus structure into proper shell segments in order to satisfy the computing requirement of high-order vibration responses according to the domain decomposition method. The two adjacent segments are connected by using the penalty method, where penalty parameters are defined by the artificial springs; the continuity condition and different boundary conditions can be obtained by assigning the appropriate values of springs. The displacement functions’ components are double mixed series, in which Fourier series and unified Jacobi polynomials, respectively, represent displacement function along circumferential direction and axial direction. Then the Ritz method is used to obtain final solutions. The numerical results obtained by the proposed method show great agreement with previously published literatures and those from the finite element program ABAQUS. The effects of boundary conditions and geometric parameters on the vibration responses of the structure are also presented. The most novelty of this paper is to generalize the selection of admissible displacement functions by using Jacobi polynomial.
ISSN:1070-9622
1875-9203
DOI:10.1155/2019/2803841