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

• Published in: Shock and vibration Vol. 2019; no. 2019; pp. 1 - 22
• Main Authors: Hu, Qiaolin, Huo, Ruidong, Lu, Lin, Miao, Xuhong, Gao, Cong, Shan, Yanhe
• Format: Journal Article
• Language: English
• Published: Cairo, Egypt Hindawi Publishing Corporation 2019; Hindawi; John Wiley & Sons, Inc; Hindawi Limited; Wiley
• 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; China
• DOI: 10.1155/2019/2803841
• ISSN: 1070-9622

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.