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首页> 外文期刊>Journal of Vibration and Acoustics >Steady-State Transverse Response in Coupled Planar Vibration of Axially Moving Viscoelastic Beams
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Steady-State Transverse Response in Coupled Planar Vibration of Axially Moving Viscoelastic Beams

机译:轴向运动的粘弹性梁平面振动的稳态横向响应

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摘要

Steady-state periodical response is investigated for planar vibration of axially moving viscoelastic beams subjected external transverse loads. A model of the coupled planar vibration is established by introducing a coordinate transform. The model can reduce to two nonlinear models of transverse vibration. The finite difference scheme is developed to calculate steady-state response numerically. Numerical results demonstrate there are steady-state periodic responses in transverse vibration, and resonance occurs if the external load frequency approaches the linear natural frequencies. The effect of material parameters and excitation parameters on the amplitude of the steady-state responses are examined. Numerical results also indicate that the model of coupled vibration and two models of transverse vibration predict qualitatively the same tendencies with the changing parameters, and the two models of transverse vibration yield satisfactory results.
机译:研究了承受外部横向载荷的轴向运动粘弹性梁的平面振动的稳态周期性响应。通过引入坐标变换来建立耦合平面振动的模型。该模型可以简化为两个非线性的横向振动模型。开发了有限差分方案以数值计算稳态响应。数值结果表明,横向振动中存在稳态周期性响应,如果外部负载频率接近线性固有频率,则会发生共振。研究了材料参数和激励参数对稳态响应幅度的影响。数值结果还表明,随着参数的变化,耦合振动模型和两个横向振动模型定性地预测了相同的趋势,并且两个横向振动模型产生了令人满意的结果。

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