复杂边界条件下功能梯度圆环板平稳随机振动响应特性分析
Stationary random vibration response analysis of functionally graded annular plate under complex boundary conditions
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摘要: 提出一种可用于分析复杂边界条件下功能梯度圆环板平稳随机振动响应特性的谱几何法?虚拟激励法(spec?tro geometric method?pseudo excitation method,SGM?PEM)。采用沿圆环板边界均匀分布的边界约束弹簧来模拟复杂边界条件,通过虚拟激励法将平稳随机载荷转化为虚拟简谐载荷。在一阶剪切变形理论框架下,采用以简洁三角函数为内核的谱几何法来描述圆环板结构的位移容许函数。基于 Rayleigh?Ritz 法推导了平稳随机激励作用下功能梯度圆环板的动力学分析模型。通过与有限元法结果对比分析,验证了文中构建的分析模型的有效性和准确性。分析了梯度指数、厚度参数、边界条件等因素对功能梯度圆环板平稳随机振动响应特性的影响规律。Abstract: An effective method, namely spectro geometric method-pseudo excitation method (SGM-PEM), is presented to investigate the stationary random vibration characteristic of functionally graded annular plates with complex boundary conditions. The boundary constraint springs are uniformly arranged along each boundary edge of the annular plate to stimulate the complex boundary conditions. The stationary random excitation is transformed into the pseudo harmonic excitation by using the pseudo excitation method (PEM). The displacement admissible functions of the annular plate are described based on the spectrgeometric method which only contains concise trigonometric function within the framework of the first-order shear deformation theory. The dynamic analysis model of functionally graded annular plate under stationary random excitation is established with the Rayleigh-Ritz method.Compared with the results obtained with finite element method (FEM), the effective and accuracy of the proposed method are demonstrated. The influence laws of some factors which include gradient index, thickness, and boundary conditions on the stationary random vibration characteristics of functionally graded annular plates are analyzed.