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IssuesArchive of Issues2025-8pp.7110-7124

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M.M. Zhang and E. Bai, "New Analytic Free Vibration Solutions of Free-Edge Orthotropic Moderately Thick Rectangular Plates by the Symplectic Superposition Method," Mech. Solids. 60 (8), 7110-7124 (2025)
Year 2025 Volume 60 Number 8 Pages 7110-7124
DOI 10.1134/S0025654425605142
Title New Analytic Free Vibration Solutions of Free-Edge Orthotropic Moderately Thick Rectangular Plates by the Symplectic Superposition Method
Author(s) M.M. Zhang (School of Mathematical Sciences, Inner Mongolia University, Hohhot, 010021 China)
E. Bai (School of Mathematical Sciences, Inner Mongolia University, Hohhot, 010021 China; Key Laboratory of Mathematical Modeling and Scientific Computing, Hohhot, 010021 China, ebu@imu.edu.cn)
Abstract The goal of this paper is to uniformly study the free vibration problems of free-edge (FFFF) orthotropic/isotropic rectangular plates with different aspect ratios and thickness-to-width ratios using the symplectic superposition method (SSM). The governing equations for the orthotropic moderately thick rectangular plate (MTRP) are first transformed into Hamiltonian canonical equations. Then, by analyzing the boundary conditions (BCs) of the plate, the vibration problem of the original FFFF orthotropic MTRP is decomposed into two sub-vibration problems with sliding supports on two opposite sides. After that, the general solutions for these two sub-vibration problems are obtained using the separation of variables method in the Hamiltonian framework. Then, based on the superposition method, the symplectic superposition solution for the original vibration problem is derived by superimposing the general solutions of these two sub-vibration problems. In examples, the symplectic superposition solution is applied to present the vibration frequencies and corresponding modes for orthotropic rectangular plates with different thickness-to-width ratios and aspect ratios. Additionally, the change rules of vibration frequencies with aspect ratios, thickness-to-width ratios, and elastic modulus ratios are analyzed. The SSM does not need to set any trial function in advance, its solving process can be achieved through step-by-step rigorous derivation, and this method has a wide range of applications. For example, this method can be used to study the buckling and vibration of plates with different materials and shapes under more complex boundary conditions.
Keywords moderately thick rectangular plate, Hamiltonian canonical equations, vibration problem, variable separation method, symplectic superposition method
Received 19 September 2025Revised 28 November 2025Accepted 01 December 2025
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