Forced vibration of an axially moving free-free beam with internal resonance

Yanhong Wu, Guangcai Han, Gangling Hou, Zhihua Yue
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Abstract

In this paper, the nonlinear governing equations of motion for an axially moving cylindrical shell with free ends which modeled as a free-free beam are established by the generalized Hamilton’s principle for the first time. The Galerkin method and multiple-scale method are adopted to solve the governing equations. Stability of the motion determined by the velocity and axial stiffness is investigated according to the linear equation firstly. Next, multiple-scale approach method is used to investigate the frequency response by adjusting the detuning parameters of the first two natural frequencies considering the internal resonance. Stability of periodic motion is studied through the trajectories of eigenvalues and phase of trajectories with adjusting the detuning parameter. Influences of its velocity and flexible force of the moving beam on the periodic motion and its stability are addressed through bifurcation diagrams and Lyapunov exponents. Correctness of the presented method for investigating dynamic behavior of the moving beam has been validated through Runge–Kutta numerical calculation. The goal of the research lies in the application of the method in the free-free moving beam and revealing the nonlinear dynamic behavior of the beam.
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具有内部共振的轴向自由移动梁的强制振动
本文首次利用广义汉密尔顿原理建立了轴向运动的带自由端圆柱壳的非线性运动控制方程,该圆柱壳的模型为自由自由梁。采用 Galerkin 方法和多尺度方法求解支配方程。首先根据线性方程研究了由速度和轴向刚度决定的运动稳定性。然后,考虑到内部共振,采用多尺度方法通过调整前两个自然频率的失谐参数来研究频率响应。通过调整失谐参数时的特征值轨迹和轨迹相位,研究了周期运动的稳定性。通过分岔图和 Lyapunov 指数研究了运动梁的速度和柔性力对周期运动及其稳定性的影响。通过 Runge-Kutta 数值计算,验证了所提出的研究动梁动态行为方法的正确性。研究的目标在于将该方法应用于自由移动梁,并揭示梁的非线性动态行为。
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