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Accurate analytical perturbation approach for large amplitude vibration of functionally graded beams

机译:功能梯度梁大振幅振动的精确解析扰动方法

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The present work derives the accurate analytical solutions for large amplitude vibration of thin functionally graded beams. In accordance with the Euler-Bernoulli beam theory and the von Karman type geometric non-linearity, the second-order ordinary differential equation having odd and even nonlinearities can be formulated through Hamilton's principle and Galerkin's procedure. This ordinary differential equation governs the non-linear vibration of functionally graded beams with different boundary constraints. Building on the original non-linear equation, two new non-linear equations with odd non-linearity are to be constructed. Employing a generalised Senator-Bapat perturbation technique as an ingenious tool, two newly formulated non-linear equations can be solved analytically. By selecting the appropriate piecewise approximate solutions from such two new non-linear equations, the analytical approximate solutions of the original non-linear problem are established. The present solutions are directly compared to the exact solutions and the available results in the open literature. Besides, some examples are selected to confirm the accuracy and correctness of the current approach. The effects of boundary conditions and vibration amplitudes on the non-linear frequencies are also discussed.
机译:本工作为薄功能梯度梁的大振幅振动导出了精确的解析解。根据Euler-Bernoulli束理论和von Karman型几何非线性,可以通过汉密尔顿原理和Galerkin程序构造具有奇数和偶数非线性的二阶常微分方程。这个常微分方程控制具有不同边界约束的功能梯度梁的非线性振动。在原始非线性方程的基础上,将构造两个具有奇数非线性的新非线性方程。利用广义的Senator-Bapat摄动技术作为一种巧妙的工具,可以解析地求解两个新公式化的非线性方程。通过从这两个新的非线性方程中选择适当的分段近似解,可以建立原始非线性问题的解析近似解。将本解决方案直接与确切的解决方案以及公开文献中的可用结果进行比较。此外,还选择一些示例来确认当前方法的准确性和正确性。还讨论了边界条件和振动幅度对非线性频率的影响。

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