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Bending-torsional coupled dynamic response of axially loaded composite Timosenko thin-walled beam with closed cross-section

机译:闭合截面的轴向受力复合Timosenko薄壁梁的弯扭耦合动力响应

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摘要

An analytical method is presented to determine the bending-torsion materially coupled dynamic responses of axially loaded composite thin-walled beam with solid or thin-walled closed cross-section subjected to various kinds of concentrated and distributed time-dependent loads. The effects of axial force, shear deformation and rotary inertia are included in the present study. The bending-torsion material coupling of practical interest is also considered in the formulations. First, the general governing differential equations of motion of axially loaded composite Timoshenko beam are developed and the free vibration analysis is performed. Once the natural frequencies and mode shapes of the composite beam are obtained, normal mode method is used to compute the bending-torsion coupled dynamic response of axially loaded composite Timoshenko beam. Finally, the proposed method is illustrated by its application to a particular example to investigate the effects of bending-torsion coupling, axial force, shear deformation and rotary inertia on the dynamic behavior of composite beam.
机译:提出了一种分析方法来确定承受各种集中和分布随时间变化的载荷的具有实心或薄壁封闭截面的轴向加载复合薄壁梁的弯扭材料耦合动力响应。本研究包括轴向力,剪切变形和旋转惯性的影响。在配方中还考虑了具有实际意义的弯扭材料耦合。首先,建立了轴向受力复合Timoshenko梁的一般控制运动微分方程,并进行了自由振动分析。一旦获得了复合梁的固有频率和模态形状,就可以使用法模方法来计算轴向加载的复合Timoshenko梁的弯扭耦合动力响应。最后,将该方法应用于具体实例,以研究弯扭耦合,轴向力,剪切变形和旋转惯性对复合梁动力特性的影响。

著录项

  • 来源
    《Composite Structures》 |2004年第1期|p.23-35|共13页
  • 作者单位

    Vibration, Shock and Noise Institute, Shanghai Jiao Tong University, 1254 Huashan road, 200030 Shanghai, People's Republic of China;

  • 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 工程材料学;
  • 关键词

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