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首页> 外文期刊>Mathematical Problems in Engineering: Theory, Methods and Applications >Approximations for Large Deflection of a Cantilever Beam under a Terminal Follower Force and Nonlinear Pendulum
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Approximations for Large Deflection of a Cantilever Beam under a Terminal Follower Force and Nonlinear Pendulum

机译:终端跟随力和非线性摆作用下悬臂梁的大挠度近似

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摘要

In theoretical mechanics field, solution methods for nonlinear differential equations are very important because many problems are modelled using such equations. In particular, large deflection of a cantilever beam under a terminal follower force and nonlinear pendulum problem can be described by the same nonlinear differential equation. Therefore, in this work, we propose some approximate solutions for both problems using nonlinearities distribution homotopy perturbation method, homotopy perturbation method, and combinations with Laplace-Padé posttreatment. We will show the high accuracy of the proposed cantilever solutions, which are in good agreement with other reported solutions. Finally, for the pendulum case, the proposed approximation was useful to predict, accurately, the period for an angle up to179.99999999∘yielding a relative error of 0.01222747.
机译:在理论力学领域,非线性微分方程的求解方法非常重要,因为许多问题都是使用此类方程建模的。特别地,可以通过相同的非线性微分方程来描述悬臂梁在终端跟随力作用下的大挠度和非线性摆问题。因此,在这项工作中,我们针对使用非线性分布同伦摄动方法,同伦摄动方法以及与Laplace-Padé后处理相结合的两个问题,提出了一些近似解决方案。我们将展示所提出的悬臂解决方案的高精度,这与其他报告的解决方案非常吻合。最后,对于钟摆的情况,所提出的近似值对于准确地预测高达179.99999999∘的角度的周期(产生相对误差0.01222747)很有用。

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