梁挠度和扭转模态之间的多模态响应:C辑:振动,控制工程,工业工程

K. Yasuda, T. Torii
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引用次数: 1

摘要

梁的挠曲模态和扭转模态在大振幅下可以用非线性项耦合。作为非线性项耦合的挠曲-扭转振动问题,研究了横向简谐激励下矩形梁的动力响应。从理论上讨论了挠曲模态和扭转模态之间存在多模态响应的可能性。对此,首先作了一般性的分析。然后,选取了一种典型情况,即第二次扭转模态的固有频率与第一次扭转模态的固有频率重合,并在主共振点附近进行了数值计算。结果表明,随着激振频率的增加,除了常见的谐波振荡外,还可能出现两种类型的扭振,其中一种的振幅减小,另一种的振幅增大。这样就确定了多模态响应的发生。并进行了实验分析,验证了理论分析的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Multi-Mode Response between Deflectional and Torsional Modes in a Beam : Series C : Vibration, Control Engineering, Engineering for Industry
Deflectional and torsional modes of a beam may be coupled by nonlinear terms for large amplitudes. As a problem of deflectional-torsional vibrations coupled by nonlinear terms, the dynamic response of a beam with a thin rectangular cross section subjected to harmonic excitation in the lateral direction is taken up. The possibility of a multi-mode response between deflectional and torsional modes is discussed theoretically. For this, first a general analysis is given. Then, a typical case is taken up in which the natural frequency of the second deflectional mode coincides with that of the first torsional one, and a numerical calculation is conducted near the primary resonance point. It is shown that, in addition to the usual harmonic oscillation, two types of oscillations accompanying torsional modes are possible, whose amplitudes decrease in one type and increase in the other, as the excitation frequency increases. In this way the occurrence of the multi-mode response is ascertained. An experimental analysis is also conducted, which confirms the validity of the theoretical analysis.
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