首页> 外文会议>5th International Conference on Modern Practice in Stress and Vibration Analysis; Sep 9-11, 2003; Glasgow, Scotland >Free Damped Nonlinear Vibrations of a Viscoelastic Plate under Two-to-One Internal Resonance
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Free Damped Nonlinear Vibrations of a Viscoelastic Plate under Two-to-One Internal Resonance

机译:一对一内部共振下粘弹性板的自由阻尼非线性振动

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Nonlinear free damped vibrations of a rectangular plate described by three nonlinear differential equations are considered when the plate is being under the conditions of the internal resonance two-to-one. Viscous properties of the system are described by the Riemann-Liouville fractional derivative. The functions of the in-plane and out-of-plane displacements are determined in terms of eigenfunctions of linear vibrations with the further utilization of the method of multiple scales, in so doing the fractional derivative is represented as a fractional power of the differentiation operator. The time-dependence of the amplitudes in the form of incomplete integrals of the first kind is obtained. Using the constructed solutions, the influence of viscosity on the energy exchange mechanism is analyzed which is intrinsic to free vibrations of different structures being under the conditions of the internal resonance. It is shown that each mode is characterized by its damping coefficient which is connected with the natural frequency of this mode by the exponential relationship with a negative fractional exponent.
机译:当矩形板处于内部共振条件为二比一的情况下,可以考虑用三个非线性微分方程描述的矩形板的非线性自由阻尼振动。该体系的粘性性质由Riemann-Liouville分数导数描述。通过进一步利用多尺度方法,根据线性振动的本征函数确定平面内和平面外位移的函数,在这种情况下,分数导数表示为微分算子的分数幂。获得了第一类不完整积分形式的振幅的时间依赖性。使用所构造的解决方案,分析了粘度对能量交换机理的影响,这是内部共振条件下不同结构的自由振动所固有的。结果表明,每个模式的特征在于其阻尼系数,该阻尼系数通过具有负分数指数的指数关系与该模式的固有频率相关。

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