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非线性梁结构的参数振动稳定性及其主动控制

李凤明 刘春川

李凤明, 刘春川. 非线性梁结构的参数振动稳定性及其主动控制[J]. 应用数学和力学, 2012, 33(11): 1284-1293. doi: 10.3879/j.issn.1000-0887.2012.11.004
引用本文: 李凤明, 刘春川. 非线性梁结构的参数振动稳定性及其主动控制[J]. 应用数学和力学, 2012, 33(11): 1284-1293. doi: 10.3879/j.issn.1000-0887.2012.11.004
LI Feng-ming, LIU Chun-chuan. Parametric Vibration Stability and Active Control of Nonlinear Beams[J]. Applied Mathematics and Mechanics, 2012, 33(11): 1284-1293. doi: 10.3879/j.issn.1000-0887.2012.11.004
Citation: LI Feng-ming, LIU Chun-chuan. Parametric Vibration Stability and Active Control of Nonlinear Beams[J]. Applied Mathematics and Mechanics, 2012, 33(11): 1284-1293. doi: 10.3879/j.issn.1000-0887.2012.11.004

非线性梁结构的参数振动稳定性及其主动控制

doi: 10.3879/j.issn.1000-0887.2012.11.004
基金项目: 国家自然科学基金资助项目(11172084;10672017;50935002)
详细信息
    通讯作者:

    李凤明(1969—),男,黑龙江人,教授,博士,博士生导师(联系人.Tel:+86-451-86414479;E-mail:fmli@hit.edu.cn).

  • 中图分类号: O322;O317

Parametric Vibration Stability and Active Control of Nonlinear Beams

  • 摘要: 采用压电材料研究了参数激励非线性梁结构的运动稳定性及其主动控制,通过速度反馈控制算法获得主动阻尼,利用Hamilton原理建立含阻尼的立方非线性运动方程,采用多尺度方法求解运动方程获得稳定性区域.通过数值算例,分析了控制增益、外激振力幅值等因素对稳定性区域和幅频曲线特性的影响.分析表明:控制增益增大,结构所能承受的轴向力也增大,在一定范围内结构的主动阻尼比也增加;随着控制增益的增大,响应幅值逐渐降低,但所需的控制电压存在峰值点.
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出版历程
  • 收稿日期:  2011-08-27
  • 修回日期:  2012-06-17
  • 刊出日期:  2012-11-15

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