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Nonlinear dynamics of a cable-stayed beam driven by sub-harmonic and principal parametric resonance

机译:次谐波和主参数共振驱动的斜拉梁的非线性动力学

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摘要

The nonlinear dynamics of a cable-stayed beam driven by the subharmonic resonance of the beam and the principal parametric resonance of the cable are investigated. Considering the combined effects of the nonlinear terms caused by the geometry of the cable and the coupled behavior between the modes of the beam and cable, a spatial discrete model of the cable-stayed beam is developed. The frequency response curves are determined by applying the method of multiple time scales to the model. The effects of some key parameters of the cable-stayed beam, namely the mass, stiffness, and sag-to-span ratios and the initial tension force, are discussed. The bifurcation and chaos of cable-stayed beams with different parameters are also studied to understand the effects of external excitation. The results show that these parameters have a considerable effect on the dynamic behavior of the cable-stayed beam, particularly that of the cable. Changes in the stiffness ratio and initial tension force also lead to more complex dynamics. (C) 2016 Elsevier Ltd. All rights reserved.
机译:研究了由梁的次谐波共振和电缆的主要参数共振驱动的斜拉梁的非线性动力学。考虑到电缆的几何形状以及梁与电缆的模态之间的耦合行为所引起的非线性项的综合影响,建立了斜拉梁的空间离散模型。通过将多个时间尺度的方法应用于模型来确定频率响应曲线。讨论了斜拉梁的一些关键参数(即质量,刚度和下垂比)以及初始拉力的影响。还研究了具有不同参数的斜拉梁的分叉和混沌,以了解外部激励的影响。结果表明,这些参数对斜拉梁,特别是斜拉索的动力特性有很大影响。刚度比和初始拉力的变化也导致更复杂的动力学。 (C)2016 Elsevier Ltd.保留所有权利。

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