首页> 外文会议>Proceedings 2nd Canada -US CanSmart Workshop on Smart Materials amp; Structures >ACTIVE VIBRATION CONTROL OF THE CANTILEVER STRUCTURE USING SHAPE MEMORY ALLOY - A NUMERICAL APPROACH
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ACTIVE VIBRATION CONTROL OF THE CANTILEVER STRUCTURE USING SHAPE MEMORY ALLOY - A NUMERICAL APPROACH

机译:形状记忆合金对悬臂结构的主动振动控制-一种数值方法

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In this paper, a numerical study of the active vibration control of cantilever structure using SMA wires is presented. Finite element model of the beam was established and mathematic expression for the dynamic transient response of the beam during the active control was deduced. The simulation shows that the vibration frequency drifts when the beam is under the vibration control, which was subsequently confirmed by experiment. Also found was that the vibration decay envelope is not exponential but close to parabolic. Consequently, the Least Square CompJex Exponential (LSCE) method was used to calculate the damping efficiency. The results obtained on the controlled cantilever beam have a good agreement with the experimental results published previously. Using this model, the effects of various parameters on damping factor of the beam, when its vibration is under control, using SMA actuators were studied.
机译:在本文中,对使用SMA线的悬臂结构主动振动控制进行了数值研究。建立了梁的有限元模型,推导了主动控制过程中梁的动态瞬态响应的数学表达式。仿真表明,当梁处于振动控制下时,振动频率会发生漂移,随后通过实验证实了这一点。还发现振动衰减包络线不是指数的,而是接近抛物线的。因此,使用最小二乘CompJex指数(LSCE)方法来计算阻尼效率。在受控悬臂梁上获得的结果与先前发表的实验结果有很好的一致性。利用该模型,研究了在使用SMA执行器控制振动时,各种参数对梁阻尼系数的影响。

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