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An Improved Analytical Method for Vibration Analysis of Variable Section Beam

机译:一种改进的变截面梁振动分析解析方法

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摘要

The variable section structure could be the physical model of many vibration problems, and its analysis becomes more complicated either. It is very important to know how to obtain the exact solution of the modal function and the natural frequency effectively. In this paper, a general analytical method, based on segmentation view and iteration calculation, is proposed to obtain the modal function and natural frequency of the beam with an arbitrary variable section. In the calculation, the section function of the beam is considered as an arbitrary function directly, and then the result is obtained by the proposed method that could have high precision. In addition, the total amount of calculation caused by high-order Taylor expansion is reduced greatly by comparing with the original Adomian decomposition method (ADM). Several examples of the typical beam with different variable sections are calculated to show the excellent calculation accuracy and convergence of the proposed method. The correctness and effectiveness of the proposed method are verified also by comparing the results of the several kinds of the theoretical method, finite element simulation, and experimental method.
机译:可变截面结构可能是许多振动问题的物理模型,其分析也变得更加复杂。知道如何有效地获得模态函数和固有频率的精确解非常重要。该文提出了一种基于分割视图和迭代计算的通用解析方法,用于获得任意变截面梁的模态函数和固有频率。在计算中,将梁的截面函数直接视为任意函数,然后通过所提方法得到精度较高的结果。此外,与原始的Adomian分解方法(ADM)相比,大大减少了高阶Taylor展开引起的计算总量。通过计算不同截面典型梁的几个算例,验证了所提方法具有较好的计算精度和收敛性。通过对比理论方法、有限元模拟方法和实验方法的几种结果,验证了所提方法的正确性和有效性。

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