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Development of non-conservative joints in beam networks for vibration energy flow analysis

机译:梁网络非保守节点在振动能量流分析中的发展

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摘要

Our work aims to find a general solution for the vibrational energy flow through a plane network of beams on the basis of an energy flow analysis. A joint between two semi-infinite beams are modeled by three sets of springs and dashpots. Thus, the results can incorporate the case of complaint and non-conservative in all the three degrees of freedom. In the cases of finite coupled structures connected at a certain angle, the derived non-conservative joints and developed wave energy equation were applied. The joint properties, the frequency, the coupling angle, and the internal loss factor were changed to evaluate the proposed methods for predicting medium-to-high frequency vibrational energy and intensity distributions.
机译:我们的工作旨在基于能量流分析,找到通过梁的平面网络的振动能量流的一般解决方案。两个半无限梁之间的连接点由三组弹簧和减震器建模。因此,结果可以在所有三个自由度中包含抱怨和非保守的情况。对于以一定角度连接的有限耦合结构,应用推导的非保守节点和发展的波能方程。改变了接头的特性,频率,耦合角和内部损耗因子,以评估所提出的预测中高频振动能量和强度分布的方法。

著录项

  • 来源
    《Shock and vibration》 |2007年第1期|p.15-28|共14页
  • 作者

    Jee-Hun Song; Suk-Yoon Hong;

  • 作者单位

    Department of Naval Architecture and Ocean Engineering, Seoul National University, #56-1, Shinlim-dong, Kwanak-gu, Seoul 151-742, Korea;

  • 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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