State Key Laboratory of Structural Analysis, Optimization and CAE Software for Industrial Equipment, Department of Engineering Mechanics, and International Research Center for Computational Mechanics, Dalian University of Technology, Dalian, 116024, China.
University of Michigan - Shanghai Jiao Tong University Joint Institute, Shanghai Jiao Tong University, Shanghai, 200240, China.
Sci Rep. 2023 Feb 14;13(1):2601. doi: 10.1038/s41598-023-29044-7.
This work reports new analytic free in-plane vibration solutions for orthotropic non-Lévy-type rectangular plates, i.e., those without two opposite edges simply supported, by the symplectic superposition method (SSM), which has never been applied to in-plane elasticity problems in any existing works. Such analytic solutions are not accessible through conventional analytic methods as seeking analytic solutions that meet both the governing partial differential equations and various non-Lévy-type boundary conditions is an acknowledged challenge in mechanical analysis of plates. The clamped and free plates are considered as two most representative cases of non-Lévy-type plates. The SSM is implemented in the Hamiltonian system-based symplectic space, where the separation of variables and the symplectic eigen expansion prove to be well-grounded. These two mathematical treatments are adopted to first gain the analytic solutions of two elementary problems. The final analytic free in-plane vibration solutions are obtained by superposition of the two elementary problems. Comprehensive new natural frequencies and vibration modes are studied and validated by reference solutions from the finite element method or other approaches. The rigorous solution procedure, fast convergence, and highly accurate results render the present framework capable of serving as benchmarks for future comparison and applicable to analytic investigation of more plate problems.
本文通过辛超叠方法(SSM)为各向异性非 Levy 型矩形板(即两对边简支的板)报告了新的平面内振动解析解,SSM 此前从未应用于任何现有文献中平面弹性问题的研究。常规解析方法无法获得这种解析解,因为满足控制偏微分方程和各种非 Levy 型边界条件的解析解的求取是板的力学分析中的公认难题。文中考虑了固支板和自由板这两种最具代表性的非 Levy 型板作为案例。SSM 是在基于哈密顿系统的辛空间中实现的,其中变量分离和辛本征展开被证明是合理的。通过这两种数学处理方法,首先获得了两个基本问题的解析解。通过对两个基本问题的超叠,最终得到了平面内自由振动的解析解。通过与有限元方法或其他方法的参考解进行比较,研究并验证了综合的新固有频率和振动模态。严格的求解过程、快速的收敛性和高精度的结果使得该框架能够作为未来比较的基准,并适用于更多板问题的解析研究。