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Bifurcation analysis of a smoothed model of a forced impacting beam and comparison with an experiment

机译:强迫冲击梁平滑模型的分岔分析及与实验的比较

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摘要

A piecewise-linear model with a single degree of freedom is derived from first principles for a driven vertical cantilever beam with a localized mass and symmetric stops. The aim is to show that this model constitutes a considerable step toward developing a vibro-impact model that is able to make qualitative and quantitative predictions of the observed dynamics. The resulting piecewise-linear dynamical system is smoothed by a switching function (nonlinear homotopy). For the chosen smoothing function, it is shown that the smoothing can induce bifurcations in certain parameter regimes. These induced bifurca tions disappear when the transition of the switching is sufficiently and increasingly localized as the impact becomes harder. The bifurcation structure of the impact oscillator response is investigated via the one- and twoparameter continuation of periodic orbits in the driving frequency and/or forcing amplitude. The results are in good agreement with experimental measurements.
机译:从第一原理出发,针对具有局部质量和对称挡块的驱动垂直悬臂梁,从第一原理导出具有单自由度的分段线性模型。目的是表明该模型构成了开发振动冲击模型的重要一步,该模型能够对观察到的动力学进行定性和定量预测。通过切换功能(非线性同态)对生成的分段线性动力学系统进行平滑处理。对于所选择的平滑函数,表明该平滑可以在某些参数范围内引起分叉。当切换的过渡足够充分时,这些诱发的分叉消失,并且随着冲击变得越来越困难而越来越局部化。通过驱动频率和/或强迫振幅中周期轨道的一参数和二参数连续性,研究了冲击振荡器响应的分叉结构。结果与实验测量结果非常吻合。

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