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Probabilistic Solution of Vibro-Impact Systems Under Additive Gaussian White Noise

机译:加性高斯白噪声下振动冲击系统的概率解

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摘要

This paper presents a solution procedure for the stationary probability density function (PDF) of the response of vibro-impact systems under additive Gaussian white noise. The constraint is a unilateral zero-offset barrier. The vibro-impact system is first converted into a system without barriers using the Zhuravlev nonsmooth coordinate transformation. The stationary PDF of the converted system is governed by the Fokker-Planck equation which is solved by the exponential-polynomial closure (EPC) method. A vibro-impact Duffing oscillator with either elastic or lightly inelastic impacts is considered in a numerical analysis. Meanwhile, the level of nonlinearity in displacement is also examined in this study as well as the case of negative linear stiffness. Comparison with the simulated results shows that the EPC method can present a satisfactory PDF for displacement and velocity when the polynomial order is taken as 4 in the investigated cases. The tail of the PDF also works well with the simulated result.
机译:本文提出了加性高斯白噪声下振动冲击系统响应的平稳概率密度函数(PDF)的求解过程。该约束是单边零偏移障碍。首先使用卓拉夫列夫非光滑坐标变换将振动冲击系统转换为无障碍系统。转换后系统的平稳PDF由Fokker-Planck方程控制,该方程由指数多项式闭包(EPC)方法求解。在数值分析中考虑了具有弹性或轻微非弹性冲击的振动冲击达芬振荡器。同时,还研究了位移的非线性程度以及负线性刚度的情况。与模拟结果的比较表明,在所研究的情况下,当多项式阶数为4时,EPC方法可以提供令人满意的位移和速度PDF。 PDF的尾部也可以很好地与模拟结果配合使用。

著录项

  • 来源
    《Journal of Vibration and Acoustics》 |2014年第3期|031018.1-031018.7|共7页
  • 作者

    H. T. Zhu;

  • 作者单位

    Mem. ASME State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China;

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  • 正文语种 eng
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  • 入库时间 2022-08-18 03:00:27

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