Global bifurcations and chaos in the forced oscillations of buckled structures

P. Holmes
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引用次数: 11

Abstract

We study the sinusoidally forced vibrations of a buckled beam. Experimental work indicates that the beam's response is 'chaotic', being a nonperiodic motion which contains appreciable energy at all frequencies. The governing nonlinear partial differential equation is shown to generate a dynamical system on a suitable function space and, since the excitation is periodic, a global Poincaré map, P¿, can be defined and the problem recast as one involving bifurcations of this map. We study the behavior as physical parameters such as force amplitude, ¿, are varied. We argue that much of the behavior can be captured by a single degree of freedom nonlinear oscillator, the Poincaré map of which is a diffeomorphism of the plane, and we indicate the importance of homoclinic orbits arising in global bifurcations of this map.
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屈曲结构强迫振动中的全局分岔与混沌
本文研究了屈曲梁的正弦强迫振动。实验工作表明,光束的响应是“混沌的”,是一种非周期运动,在所有频率上都包含可观的能量。控制非线性偏微分方程在合适的函数空间上生成一个动力系统,由于激励是周期性的,可以定义一个全局庞卡罗映射P¿,并将问题重新定义为涉及该映射的分岔的问题。我们研究了力振幅、¿等物理参数变化时的行为。我们认为许多行为可以被单自由度非线性振子捕获,其庞加莱图是平面的微分同构,并且我们指出了在该图的全局分岔中产生的同斜轨道的重要性。
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