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On the determination of natural frequencies of a cantilever beam in free bending vibration: a rigid multibody approach

机译:关于自由弯曲振动中悬臂梁固有频率的确定:刚性多体方法

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摘要

A new approximate method for the determination of natural frequencies of a cantilever beam in free bending vibration by a rigid multibody system is proposed. Uniform Euler-Bernoulli cantilever beams with and without a lumped mass at the tips are considered. The modelling method consists of two steps. In the first step, the cantilever beam is replaced by lumped masses interconnected by massless flexible beams. In the second step, the massless flexible beams are replaced by massless rigid beams connected through revolute and prismatic joints with corresponding springs in them. Elastic properties of the massless flexible beams are modelled by the springs introduced. The method proposed is compared with similar ones in the literature.
机译:提出了一种通过刚性多体系统确定自由弯曲振动中悬臂梁固有频率的近似方法。考虑在尖端具有和不具有集总质量的均匀Euler-Bernoulli悬臂梁。建模方法包括两个步骤。第一步,将悬臂梁替换为通过无质量挠性梁互连的集总质量。在第二步中,将无质量的柔性梁替换为无质量的刚性梁,该无质量的刚性梁通过旋转接头和棱柱形接头连接,其中带有相应的弹簧。无质量挠性梁的弹性特性通过引入的弹簧进行建模。所提出的方法与文献中类似的方法进行了比较。

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  • 来源
    《Forschung im Ingenieurwesen》 |2013年第4期|95-104|共10页
  • 作者单位

    Faculty of Mechanical and Civil Engineering in Kraljevo University of Kragujevac">(1);

    Faculty of Mechanical and Civil Engineering in Kraljevo University of Kragujevac">(1);

  • 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
  • 关键词

  • 入库时间 2022-08-18 02:18:31

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