Variational Iteration Method for Free Vibration Analysis of a Timoshenko Beam under Various Boundary Conditions

K. Torabi, M. Ghassabi, M. Heidari-Rarani, Sharifi
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引用次数: 9

Abstract

In this paper, a relatively new method, namely variational iteration method (VIM), is developed for free vibration analysis of a Timoshenko beam with different boundary conditions. In the VIM, an appropriate Lagrange multiplier is first chosen according to order of the governing differential equation of the boundary value problem, and then an iteration process is used till the desired accuracy is achieved. Solution of VIM for natural frequencies and mode shapes of a Timoshenko beam is compared to the available exact closed-form solution and numerical results of differential quadrature method (DQM). The accuracy of VIM is approximately the same as exact solution and much better than the DQM for solving the free vibration of a Timoshenko beam. Also, convergence speed and simplicity of this method is more than the other two methods because it works with polynomial at the first iteration. Thus, VIM can be used for solving the complicate engineering problems which do not have analytical solution.
不同边界条件下Timoshenko梁自由振动分析的变分迭代法
本文提出了一种较新的方法,即变分迭代法(VIM),用于分析具有不同边界条件的Timoshenko梁的自由振动。在该方法中,首先根据边值问题控制微分方程的阶数选择合适的拉格朗日乘子,然后进行迭代,直到得到期望的精度。对Timoshenko梁固有频率和模态振型的VIM解与现有的精确闭型解和微分正交法(DQM)的数值结果进行了比较。在求解Timoshenko梁的自由振动时,VIM的精度近似于精确解,且远优于DQM。此外,由于该方法在第一次迭代时使用多项式,因此其收敛速度和简单性优于其他两种方法。因此,VIM可以用于解决无法解析解的复杂工程问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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