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ELASTODYNAMIC MODELING AND SIMULATION OF AN AXIALLY ACCELERATING BEAM

机译:轴向加速梁的弹性动力学建模与仿真

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This paper aims to develop an accurate nonlinear mathematical model which may describe the coupled in-plane motion of an axially accelerating beam. The Extended Hamilton's Principle was utilized to derive the partial differential equations governing the motion of a simply supported beam. The set of the ordinary differential equations were obtained by means of the assumed mode method. The derived elastodynamic model took into account the geometric non-linearity, the time-dependent axial velocity and the coupling between the transverse and longitudinal vibrations. The developed equations were solved numerically using the Runge-Kutta method and the obtained results were presented in terms of the vibrational response graphs and the system natural frequencies. The system dynamic characteristics were explored with a major focus on the influence of the velocity, acceleration and the excitation force frequency. The obtained results showed that the natural frequency decreased significantly at high axial velocities. Also it was found that the system may exhibit unstable behavior at high accelerations.
机译:本文旨在建立一个准确的非线性数学模型,该模型可以描述轴向加速梁的平面内耦合运动。利用扩展汉密尔顿原理来推导支配简单支撑梁运动的偏微分方程。借助于假设模式方法获得了一组常微分方程组。导出的弹性动力学模型考虑了几何非线性,随时间变化的轴向速度以及横向和纵向振动之间的耦合。用Runge-Kutta方法对发展的方程进行了数值求解,并以振动响应图和系统固有频率表示了获得的结果。探索了系统的动态特性,主要关注速度,加速度和激励力频率的影响。所得结果表明,在高轴向速度下,固有频率显着降低。还发现该系统在高加速度下可能表现出不稳定的行为。

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