轴向基础窄带随机激励悬臂梁的稳定性
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Stochastic stability of cantilever beams undergoing axially narrow-band random excitation
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    摘要:

    基于Kane方程,建立了含耦合三次几何及惯性非线性项轴向基础激励悬臂梁动力学方程.采用多尺度法,对所得方程进行一次近似展开,着重计算了窄带随机主参数激共振时系统平凡响应的最大Lyapunov指数及随机稳定性问题,并通过直接数值积分验证了所得稳定区域的有效性.

    Abstract:

    A dynamic modeling of an axially narrow-band oscillating cantilever beam was presented.The motion equations for the axially oscillating cantilever beam were derived by using the Kane's equation combining with Rayleigh-Ritz method.The method of multiple scales was used to solve directly the nonlinear differential equations and to derive the nonlinear modulation equation for the principal parametric resonance.The largest Lyapunov exponent was numerically obtained to determine the almost sure stability or instability of the trivial response of the system,and the validity of the stability was verified by direct numerical integration of the equantion.

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冯志华,芮延年,朱晓东,兰向军,张炜.轴向基础窄带随机激励悬臂梁的稳定性[J].动力学与控制学报,2004,2(2):74~79; Feng Zhihua, Rui Yannian, Zhu Xiaodong, Lan Xiangjun, Zhang Wei. Stochastic stability of cantilever beams undergoing axially narrow-band random excitation[J]. Journal of Dynamics and Control,2004,2(2):74-79.

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  • 收稿日期:2004-04-15
  • 最后修改日期:2004-04-25
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