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Assessment of two analytical methods in solving the linear and nonlinear elastic beam deformation problems

机译:评估解决线性和非线性弹性梁变形问题的两种分析方法

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Purpose - In the last two decades with the rapid development of nonlinear science, there has appeared ever-increasing interest of scientists and engineers in the analytical techniques for nonlinear problems. This paper considers linear and nonlinear systems that are not only regarded as general boundary value problems, but also are used as mathematical models in viscoelastic and inelastic flows. The purpose of this paper is to present the application of the homotopy-perturbation method (HPM) and variational iteration method (VIM) to solve some boundary value problems in structural engineering and fluid mechanics. Design/methodology/approach - Two new but powerful analytical methods, namely, He's VTM and HPM, are introduced to solve some boundary value problems in structural engineering and fluid mechanics. Findings - Analytical solutions often fit under classical perturbation methods. However, as with other analytical techniques, certain limitations restrict the wide application of perturbation methods, most important of which is the dependence of these methods on the existence of a small parameter in the equation. Disappointingly, the majority of nonlinear' problems have no small parameter at all. Furthermore, the approximate solutions solved by the perturbation methods are valid, in most cases, only for the small values of the parameters. In the present study, two powerful analytical methods HPM and VIM have been employed to solve the linear and nonlinear elastic beam deformation problems. The results reveal that these new methods are very effective and simple and do not require a large computer memory and can also be used for solving linear and nonlinear boundary value problems. Originality/value - The results revealed that the VIM and HPM are remarkably effective for solving boundary value problems. These methods are very promoting methods which can be wildly utilized for solving mathematical and engineering problems.
机译:目的-在过去的二十年中,随着非线性科学的飞速发展,科学家和工程师对非线性问题的分析技术的兴趣与日俱增。本文考虑的线性和非线性系统不仅被视为一般的边值问题,而且被用作粘弹性和非弹性流动的数学模型。本文的目的是介绍同伦摄动法(HPM)和变分迭代法(VIM)在结构工程和流体力学中解决某些边值问题的应用。设计/方法/方法-引入了两种新的但功能强大的分析方法,即He's VTM和HPM,以解决结构工程和流体力学中的某些边值问题。调查结果-分析解决方案通常适合经典的扰动方法。但是,与其他分析技术一样,某些局限性限制了摄动方法的广泛应用,其中最重要的是这些方法对方程中小参数的存在的依赖性。令人失望的是,大多数非线性问题根本没有很小的参数。此外,在大多数情况下,通过扰动方法求解的近似解仅对参数的较小值有效。在本研究中,已采用两种强大的分析方法HPM和VIM解决了线性和非线性弹性梁变形问题。结果表明,这些新方法非常有效且简单,不需要大量的计算机内存,也可以用于解决线性和非线性边值问题。原创性/价值-结果表明,VIM和HPM在解决边值问题方面非常有效。这些方法是非常推广的方法,可以广泛用于解决数学和工程问题。

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