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首页> 外文期刊>Acta Mechanica >Nonlinear dynamics of rectangular plates: investigation of modal interaction in free and forced vibrations
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Nonlinear dynamics of rectangular plates: investigation of modal interaction in free and forced vibrations

机译:矩形板的非线性动力学:自由振动和强迫振动中的模态相互作用研究

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Nonlinear vibrations of thin rectangular plates are considered, using the von Kármán equations in order to take into account the effect of geometric nonlinearities. Solutions are derived through an expansion over the linear eigenmodes of the system for both the transverse displacement and the Airy stress function, resulting in a series of coupled oscillators with cubic nonlinearities, where the coupling coefficients are functions of the linear eigenmodes. A general strategy for the calculation of these coefficients is outlined, and the particular case of a simply supported plate with movable edges is thoroughly investigated. To this extent, a numerical method based on a new series expansion is derived to compute the Airy stress function modes, for which an analytical solution is not available. It is shown that this strategy allows the calculation of the nonlinear coupling coefficients with arbitrary precision, and several numerical examples are provided. Symmetry properties are derived to speed up the calculation process and to allow a substantial reduction in memory requirements. Finally, analysis by continuation allows an investigation of the nonlinear dynamics of the first two modes both in the free and forced regimes. Modal interactions through internal resonances are highlighted, and their activation in the forced case is discussed, allowing to compare the nonlinear normal modes (NNMs) of the undamped system with the observable periodic orbits of the forced and damped structure.
机译:为了考虑几何非线性的影响,使用冯·卡尔曼方程,考虑了矩形薄板的非线性振动。通过在系统的线性本征模上扩展横向位移和艾里应力函数得出解,从而得到一系列具有立方非线性的耦合振荡器,其中耦合系数是线性本征模的函数。概述了计算这些系数的一般策略,并对具有活动边缘的简单支撑板的特殊情况进行了深入研究。在此程度上,推导了基于新的级数展开的数值方法来计算Airy应力函数模式,但尚无法获得解析解。结果表明,该策略可以任意精度地计算非线性耦合系数,并提供了几个数值示例。导出对称属性可加快计算过程并大幅减少内存需求。最后,通过连续分析可以研究自由状态和强制状态下前两种模式的非线性动力学。强调了通过内部共振的模态相互作用,并讨论了在强迫情况下的模态相互作用,从而可以将无阻尼系统的非线性法线模式(NNM)与强迫和阻尼结构的可观察周期轨道进行比较。

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