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Vibration control of a transversely excited cantilever beam with tip mass

机译:具有尖端质量的横向激励悬臂梁的振动控制

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The problem of controlling the vibration of a transversely excited cantilever beam with tip mass is analyzed within the framework of the Euler-Bernoulli beam theory. A sinusoidally varying transverse excitation is applied at the left end of the cantilever beam, while a payload is attached to the free end of the beam. An active control of the transverse vibration based on cubic velocity is studied. Here, cubic velocity feedback law is proposed as a devise to suppress the vibration of the system subjected to primary and subharmonic resonance conditions. Method of multiple scales as one of the perturbation technique is used to reduce the second-order temporal equation into a set of two first-order differential equations that govern the time variation of the amplitude and phase of the response. Then the stability and bifurcation of the system is investigated. Frequency-response curves are obtained numerically for primary and subharmonic resonance conditions for different values of controller gain. The numerical results portrayed that a significant amount of vibration reduction can be obtained actively by using a suitable value of controller gain. The response obtained using method of multiple scales is compared with those obtained by numerically solving the temporal equation of motion and are found to be in good agreement. Numerical simulation for amplitude is also obtained by integrating the equation of motion in the frequency range between 1 and 3. The developed results can be extensively used to suppress the vibration of a transversely excited cantilever beam with tip mass or similar systems actively.
机译:在欧拉-伯努利梁理论的框架内分析了控制具有尖端质量的横向激发悬臂梁的振动问题。正弦变化的横向激励作用在悬臂梁的左端,而有效载荷附着在梁的自由端。研究了基于三次速度的横向振动的主动控制。在此,提出了三次速度反馈定律作为一种设计,以抑制遭受初级和次谐波共振条件的系统的振动。作为扰动技术之一的多尺度方法用于将二阶时间方程式简化为两个两个一阶微分方程式的集合,该方程式控制响应的振幅和相位的时间变化。然后研究了系统的稳定性和分支性。对于不同增益的控制器增益,可以通过数字获得初级和次谐波谐振条件下的频率响应曲线。数值结果表明,通过使用适当的控制器增益值,可以主动获得大量的减振效果。将使用多尺度方法获得的响应与通过数值求解运动时间方程获得的响应进行比较,发现它们具有良好的一致性。振幅的数值模拟也可以通过在1到3之间的频率范围内积分运动方程来获得。开发的结果可以广泛地用于抑制具有尖端质量或类似系统的横向激发悬臂梁的振动。

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