Numerical Analysis of the Vibration of Slender Beams

Pratik Sarker, U. Chakravarty
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Abstract

The use of rotating beam-like structures is very common in engineering systems including power generation machines, automotive systems, aircraft structures, energy harvesting systems, and many more. The dynamic response analysis of these systems is of utmost importance for proper prediction of their performance and life. Among different outcomes of the dynamic response analysis, one of the major parameters is the frequency of the free vibration. Because of realistic loads and couplings between different degrees-of-freedom of motion, for majority of the cases, there is no analytical solution available. Hence, the governing equations need to be solved numerically. There are several numerical approaches available to solve for the coupled frequency of free vibration of rotating beams. In this paper, an overview of the different numerical methods is presented for coupled, free vibration analysis of slender, rotating beam-like structures. Three different degrees-of-freedom including out-of-plane bending, in-plane bending, and torsional deformations are considered for the most general case. At first, the eigen value problem of the coupled, mathematical model of free vibration of the beam is presented analytically. Following that, the use of different numerical methods is presented with relevant examples and corresponding beam parameters. Finally, the implementation of the finite difference method is presented to compare the corresponding results with that obtained by other methods.
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细长梁振动的数值分析
旋转梁状结构的使用在工程系统中非常常见,包括发电机器,汽车系统,飞机结构,能量收集系统等等。这些系统的动态响应分析对于正确预测其性能和寿命至关重要。在动力响应分析的不同结果中,自由振动频率是主要参数之一。由于实际载荷和不同运动自由度之间的耦合,对于大多数情况,没有可用的解析解。因此,需要用数值方法求解控制方程。求解旋转梁自由振动耦合频率的数值方法有几种。本文概述了用于细长旋转梁状结构耦合自由振动分析的不同数值方法。三种不同的自由度,包括面外弯曲、面内弯曲和扭转变形,在最一般的情况下被考虑。首先对梁的自由振动耦合数学模型的本征值问题进行了解析分析。随后,给出了不同数值方法的应用,并给出了相关的算例和相应的梁参数。最后,给出了有限差分法的实现,并与其他方法的计算结果进行了比较。
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