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Principal and internal resonance of rectangular conductive thin plate in transverse magnetic field

机译:矩形导电薄板在横向磁场中的主共振和内共振

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摘要

The principle and 1:3 internal resonance of a rectangular thin plate in a transverse magnetic field is investigated. Based on the magneto-elastic vibration equation and electromagnetic force expressions of the thin plates, the nonlinear magneto-elastic vibration differential equations of rectangular plates under external excitation in a transverse magnetic field are derived. For a rectangular plate with one side fixed and three other sides simply supported, the two-degree-of-freedom nonlinear Duffing vibration differen-tial equations are proposed by the method of Galerkin. The method of multiple scales is adopted to solve the model equations and obtain four first-order ordinary differential equations governing modulation of the amplitudes and phase angles involved via the first-order or the second-order primary-internal reso-nances. With a numerical example, the amplitude frequency response curves, time history responses, phase portraits and Poincare maps of the first two order vibration modes via principle-internal resonance are respectively captured. And the effects of external excitation amplitudes, magnetic field intensities and thicknesses on the vibration of system are discussed. The results show that the response is dominated by the low mode when principle-internal resonance occurs. The internal resonance provides a mechanism for transferring energy from a high mode to a low mode.
机译:研究了矩形薄板在横向磁场中的原理和1:3内部共振。根据薄板的磁弹性振动方程和电磁力表达式,推导了矩形外板在横向磁场作用下的非线性磁弹性振动微分方程。对于一侧固定且另一侧简单支撑的矩形板,通过Galerkin方法提出了两自由度非线性Duffing振动微分方程。采用多尺度方法对模型方程进行求解,得到四个一阶常微分方程,这些方程通过一阶或二阶一次-内部共振控制幅值和相角的调制。以一个数值示例为例,分别通过原理-内部共振捕获了前两个阶振动模式的振幅频率响应曲线,时程响应,相图和庞加莱图。并讨论了外部激励幅度,磁场强度和厚度对系统振动的影响。结果表明,当发生原理-内部共振时,响应以低模为主。内部共振提供了一种将能量从高模式转移到低模式的机制。

著录项

  • 来源
    《力学快报(英文版)》 |2018年第4期|257-266|共10页
  • 作者

    Jing Li; Yuda Hu;

  • 作者单位

    Key Laboratory of Mechanical Reliability for Heavy Equipment and Large Structures of Hebei Province, Qinhuangdao 066000, China;

    School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066000, China;

    Department of Basic Teaching Tangshan University, Tangshan 063000, China;

    Key Laboratory of Mechanical Reliability for Heavy Equipment and Large Structures of Hebei Province, Qinhuangdao 066000, China;

    School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066000, China;

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  • 入库时间 2022-08-19 03:46:33
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