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Active Vibration Control of a Nonlinear Beam with Self- and External Excitations

机译:具有自激和外激的非线性梁的主动振动控制

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An application of the nonlinear saturation control (NSC) algorithm for a self-excited strongly nonlinear beam structure driven by an external force is presented in the paper. The mathematical model accounts for an Euler-Bernoulli beam with nonlinear curvature, reduced to first mode oscillations. It is assumed that the beam vibrates in the presence of a harmonic excitation close to the first natural frequency of the beam, and additionally the beam is self-excited by fluid flow, which is modelled by a nonlinear Rayleigh term for self-excitation. The self- and externally excited vibrations have been reduced by the application of an active, saturation-based controller. The approximate analytical solutions for a full structure have been found by the multiple time scales method, up to the first-order approximation. The analytical solutions have been compared with numerical results obtained from direct integration of the ordinary differential equations of motion. Finally, the influence of a negative damping term and the controller's parameters for effective vibrations suppression are presented.
机译:提出了非线性饱和控制算法在外力驱动的自激强非线性梁结构中的应用。该数学模型考虑了具有非线性曲率的欧拉-伯努利梁,并简化为一阶模态振荡。假定梁在存在接近梁的第一固有频率的谐波激励的情况下振动,并且另外,梁是由流体流自激的,流体流动是通过非线性瑞利项进行自激建模的。通过使用基于饱和的有源控制器,可以减少自激振动和外激振动。已经通过多重时间尺度方法找到了完整结构的近似解析解,直到一阶近似。已将解析解与从常微分运动方程式直接积分获得的数值结果进行了比较。最后,给出了负阻尼项的影响和有效抑制振动的控制器参数。

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