Symplectic wave-based method for the free vibration analysis of cross-ply composite laminated circular cylindrical shells
HAN Shaoyan1,LI Yuyin2,GAO Ruxin3,4
1.Department of Mechanical Engineering, Xi’an Jiaotong University City College, Xi’an 710018, China;
2.Zhuzhou CRRC Times Electric Co., Ltd., Zhuzhou 412001, China;
3.Institute of Advanced Structure Technology, Beijing Institute of Technology, Beijing 100081, China;
4.State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China
Abstract:A symplectic wave-based method is proposed for the free vibration analysis of cross-ply laminated cylindrical shells with arbitrary boundary conditions. First, based on Kirchhoff-Love's shell theory, the governing equations of a cross-ply laminated cylindrical shell can be established in the symplectic duality system by selecting an appropriate state vector. Secondly, the characteristic equation for cross-ply composite laminated cylindrical shells is derived so that the symplectic eigenproblem can be formed. Finally, the symplectic eigensolution is substituted into the boundary conditions at both ends of the cylindrical shell, and the algebraic equation of the free vibration problem of the cylindrical shell is obtained and then solved to give the natural frequencies and modals of cross-ply composite laminated cylindrical shells. Numerical examples are given to shown the validity and accuracy of the present method through comparing the results obtained using the present and other methods.
[1] Leissa A W. Vibration of Shells [M]. Scientific and Technical Information Office, NationalAeronautics and Space Administration, Washington, D.C., 1973.
[2] Qatu M S. Vibration of Laminated Shells and Plates [M]. Elsevier, Kidlington, 2004.
[3] Reddy J N. Mechanics of Laminated Composite Plates and Shells: Theory and Analysis, Second Edition [M]. CRC Press, Boca Raton, 2003.
[4] Lam K Y, Loy C T. Analysis of rotating laminated cylindrical shells by different thin shell theories [J]. Journal of Sound and Vibration, 1995, 186(1): 23-35.
[5] Qatu M S. Recent research advances in the dynamic behavior of shells: 1989-2000, Part 1: Laminated composite shells [J]. Applied Mechanics Reviews, 2002, 55(4): 325-350.
[6] Qatu M S. Recent research advances in the dynamic behavior of shells: 1989-2000, Part 2: Homogeneous shells [J]. Applied Mechanics Reviews, 2002, 55(5): 415-434.
[7] Shu C, Du H. Free vibration analysis of laminated composite cylindrical shells by DQM [J]. Composites Part B: Engineering, 1997, 28(3): 267-274.
[8] Liew K M, Zhao X, Ferreira A J. A review of meshless methods for laminated and functionally graded plates and shells [J]. Composite Structures, 2011, 93(8): 2031-2041.
[9] Thinh T I, Nguyen M C. Dynamic stiffness matrix of continuous element for vibration of thick cross-ply laminated composite cylindrical shells [J]. Composite Structures, 2013, 98: 93-102.
[10] Qu Y, Hua H, Meng G. A domain decomposition approach for vibration analysis of isotropic and composite cylindrical shells with arbitrary boundaries [J]. Composite Structures, 2013, 95: 307-321.
[11] Jin G, Ye T, Chen Y, et al. An exact solution for the free vibration analysis of laminated composite cylindrical shells with general elastic boundary conditions [J]. Composite Structures, 2013, 106: 114-127.
[12] Viswanathan K, Javed S. Free vibration of anti-symmetric angle-ply cylindrical shell walls using first-order shear deformation theory [J]. Journal of Vibration and Control, 2016, 22(7): 1757-1768.
[13] Khalili S, Davar A, Fard A M. Free vibration analysis of homogeneous isotropic circular cylindrical shells based on a new three-dimensional refined higher-order theory [J]. International journal of Mechanical Sciences, 2012, 56(1): 1-25.
[14] Ye T, Jin G, Shi S, et al. Three-dimensional free vibration analysis of thick cylindrical shells with general end conditions and resting on elastic foundations [J]. International Journal of Mechanical Sciences, 2014, 84: 120-137.
[15] Yao W, Zhong W, Lim C W. Symplectic Elasticity [M]. World Scientific, Singapore, 2009.
[16] Li R, Zhong Y, Li M. Analytic bending solutions of free rectangular thin plates resting on elastic foundations by a new symplectic superposition method [J]. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 2013, 469(2153): 20120681.
[17] Zhou Z, Wong K W, Xu X, et al. Natural vibration of circular and annular thin plates by Hamiltonian approach [J]. Journal of Sound and Vibration, 2011, 330(5): 1005-1017.
[18] Tong Z Z, Ni Y W, Zhou Z H, et al. Exact solutions for free vibration of cylindrical shells by a symplectic approach [J]. Journal of Vibration Engineering & Technologies, 2018, 6: 107-115.
[19] Gao R, Sun X, Liao H, et al. Symplectic wave-based method for free and steady state forced vibration analysis of thin orthotropic circular cylindrical shells with arbitrary boundary conditions [J]. Journal of Sound and Vibration, 2021, 491: 115756.
[20] Pan C, Sun X, Zhang Y. Vibro-acoustic analysis of submerged ring-stiffened cylindrical shells based on a symplectic wave-based method [J]. Thin-Walled Structures, 2020, 150: 106698.
[21] Pan C, Zhang Y. Coupled vibro-acoustic analysis of submerged double cylindrical shells with stringers, rings, and annular plates in a symplectic duality system [J]. Thin-Walled Structures, 2022, 171: 108671.
[22] Fahy F J, Gardonio P. Sound and Structural Vibration, Radiation, Transmission and Response [M]. Academic Press, Amsterdam, 2007.