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Experiments in vibro-impact beam dynamics and a system exhibiting a landau-zener quantum effect

机译:振动 - 冲击梁动力学实验和展示landau-zener量子效应的系统

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摘要

This report describes the model of a system comprised of a cantilever beam bilaterally constrained at the tip where the spacing between the beam and the stop was varied. The purpose of this work was to model the system, simulate it, and validate the numerical results with experimental data. It is important to mention that it is not the purpose of this work to obtain point-wise correspondence between the two systems, model and physical, but to obtain an algorithm that can be easily modified to study key parameters, such as clearance between beam and stop, impact stiffness and energy dissipation. To verify the piecewise-smooth simulation algorithm, three stop cases are considered. With each kind of stop, different information is obtained about the system. With the first setup, wherein transducers were used as stops, it was possible to measure the exact time of impact and how the impacts evolved over time. In the second arrangement the stops are heavy stainless steel blocks. In this setup the dynamics of the stops are minimized. In the third setup, thin aluminum plates are used as stops. Here, the plates flex during impact, and more complicated dynamics that are not modeled are introduced into the system. The position of the forcing as well as the kind of forcing are studied to try to understand how the system behaves. The best agreement between the model and experiment was obtained with the heavy stainless steel stop setup. In this case the dynamics of the system were limited, and the model of the stop as a spring-damper was a reasonable approximation of the system. Overall, the model and the algorithm used to detect the impacts successfully predict the impacts and thus the code can be used to further investigate ways to identify systems with vibro-impact characteristics. This report also includes the setup for a Landau-Zener Tunneling experiment involving two pendulums, one with fixed length and one with variable length. The experimental setup and tools used will be described, and some experimental results showing agreement with analytical data will be shown. It is important to understand that the theoretical and analytical research for this part of the thesis was fully developed by Manevitch et al., and only experimental validation was performed by the author.
机译:该报告描述了一个系统模型,该系统由双向约束在尖端的悬臂梁组成,梁和挡块之间的间距发生了变化。这项工作的目的是对系统进行建模,仿真,并使用实验数据验证数值结果。值得一提的是,获得两个系统(模型和物理系统)之间的逐点对应关系不是这项工作的目的,而是获得一种可以轻松修改以研究关键参数(例如梁与梁之间的间隙)的算法。停止,冲击刚度和能量耗散。为了验证分段平滑仿真算法,考虑了三种停止情况。每种停止方式都会获得有关系统的不同信息。在第一种设置中,使用换能器作为挡块,可以测量准确的撞击时间以及撞击如何随时间演变。在第二种布置中,挡块是重型不锈钢块。在这种设置中,止动件的动态性被最小化。在第三种设置中,使用薄铝板作为挡块。此处,板在撞击过程中会弯曲,并且未建模的更复杂的动力学被引入系统。研究强制的位置以及强制的种类,以试图了解系统的行为。在重型不锈钢止动装置中获得了模型与实验之间的最佳一致性。在这种情况下,系统的动力是有限的,并且作为弹簧阻尼器的挡块模型是系统的合理近似值。总体而言,用于检测碰撞的模型和算法成功地预测了碰撞,因此该代码可用于进一步研究识别具有振动冲击特性的系统的方法。该报告还包括Landau-Zener隧道实验的装置,该实验涉及两个摆,一个固定长度,一个可变长度。将描述实验设置和使用的工具,并将显示一些实验结果,这些实验结果与分析数据一致。重要的是要理解,论文的这一部分的理论和分析研究是由Manevitch等人完全开发的,作者仅进行了实验验证。

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    Mane Mercedes;

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  • 年度 2010
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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