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Nonlinear dynamic behavior of a flexible structure to combined external acoustic and parametric excitation

机译:组合外部声和参量激励的柔性结构的非线性动力学行为

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摘要

Flexible structures are frequently subjected to multiple inputs when in the field environment. The accurate determination of the system dynamic response to multiple inputs depends on how much information is available from the excitation sources that act on the system under study. Detailed information include, but are not restricted to appropriate characterization of the excitation sources in terms of their variation in time and in space for the case of distributed loads. Another important aspect related to the excitation sources is how inputs of different nature contribute to the measured dynamic response. A particular and important driving mechanism that can occur in practical situations is the parametric resonance. Another important input that occurs frequently in practice is related to acoustic pressure distributions that is a distributed type of loading. In this paper, detailed theoretical and experimental investigations on the dynamic response of a flexible cantilever beam carrying a tip mass to simultaneously applied external acoustic and parametric excitation signals have been performed. A mathematical model for transverse nonlinear vibration is obtained by employing Lagrange's equations where important nonlinear effects such as the beam's curvature and quadratic viscous damping are accounted for in the equation of motion. The beam is driven by two excitation sources, a sinusoidal motion applied to the beam's fixed end and parallel to its longitudinal axis and a distributed sinusoidal acoustic load applied orthogonally to the beam's longitudinal axis. The major goal here is to investigate theoretically as well as experimentally the dynamic behavior of the beam-lumped mass system under the action of these two excitation sources. Results from an extensive experimental work show how these two excitation sources interacts for various testing conditions. These experimental results are validated through numerically simulated results obtained from the solution of the system's nonlinear equation of motion.
机译:在现场环境中,柔性结构经常要经受多种输入。对多个输入的系统动态响应的准确确定取决于作用在研究系统上的激励源可提供多少信息。详细信息包括但不限于就分布式负载而言,在时间和空间上的变化方面对激励源进行适当的表征。与激励源有关的另一个重要方面是不同性质的输入如何对测得的动态响应做出贡献。在实际情况下可能发生的一种特殊且重要的驱动机制是参数共振。在实践中经常发生的另一个重要输入与声压分布有关,声压分布是负载的分布式类型。在本文中,对承载尖端质量的柔性悬臂梁对同时施加的外部声和参量激励信号的动力响应进行了详细的理论和实验研究。通过使用拉格朗日方程获得横向非线性振动的数学模型,其中在运动方程中考虑了重要的非线性影响,例如梁的曲率和二次粘性阻尼。光束由两个激励源驱动,施加到光束固定端并平行于光束纵轴的正弦运动和正交于光束纵轴施加的正弦分布声载荷。这里的主要目的是在理论上和实验上研究在这两个激发源的作用下,集总质量系统的动力学行为。大量实验工作的结果表明,这两种激发源在各种测试条件下如何相互作用。通过从系统的非线性运动方程的解中获得的数值模拟结果验证了这些实验结果。

著录项

  • 来源
    《Shock and vibration》 |2006年第5期|p.233-254|共22页
  • 作者单位

    Mechanical Engineering Department, School of Engineering of Sao Carlos, University of Sao Paulo, Av. Trabalhador Saocarlense 400, Sao Carlos, SP 13566-590, Brazil;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 理论力学(一般力学);
  • 关键词

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