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Nonlinear Models for Transverse Forced Vibration of Axially Moving Viscoelastic Beams

机译:轴向运动粘弹性梁横向受力振动的非线性模型

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Nonlinear models of transverse vibration of axially moving viscoelastic beams subjected external transverse loads via steady-state periodical response are numerically investigated. An integro-partial-differential equation and a partial-differential equation of transverse motion can be derived respectively from a model of the coupled planar vibration for an axially moving beam. The finite difference scheme is developed to calculate steady-state response for the model of coupled planar and the two models of transverse motion under the simple support boundary. Numerical results indicate that the amplitude of the steady-state response for the model of coupled vibration and two models of transverse vibration predict qualitatively the same tendencies with the changing parameters and the integro-partial-differential equation gives results more closely to the coupled planar vibration.
机译:数值研究了轴向运动的粘弹性梁通过稳态周期性响应而承受外部横向载荷的横向振动的非线性模型。可以从轴向运动梁的耦合平面振动模型分别导出横向运动的积分偏微分方程和横向偏微分方程。开发了有限差分方案,以计算简单支撑边界下的耦合平面模型和两个横向运动模型的稳态响应。数值结果表明,耦合振动模型和两个横向振动模型的稳态响应幅度随着参数的变化而定性地预测了相同的趋势,而积分偏微分方程给出的结果更接近于耦合平面振动。

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