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A numerical method for solving fractional-order viscoelastic Euler-Bernoulli beams

机译:一种求解分数载粘弹性欧拉梁的数值方法

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This paper presents a new numerical method to solve the constitutive equations of fractional-order viscoelastic Euler-Bernoulli beams. Firstly, the constitutive equation of Euler-Bernoulli beams is established by analyzing the constitutive relation between the fractional viscoelastic materials. Secondly, the constitutive equation of the beams is transformed into a matrix equation by skillfully using a Quasi-Legendre polynomial in the time domain, which can greatly simplify the solution process. Then the matrix equation is discretized and solved, and the numerical solutions are obtained. Finally, dynamic analysis of two different fractional viscoelastic materials is carried out by numerical experiments, and the influences of time on displacements are considered for the first time. With the change of time and position, displacements under different external loads are obtained for the polybutadiene beams and butyl B252 beams, and the change law of displacements is found. In addition, the performances of the two materials are compared and analyzed. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文介绍了解决分数载粘弹性欧拉梁梁梁的组成方程的新数值方法。首先,通过分析分数粘弹性材料之间的本构关系来建立欧拉-Bernoulli光束的本构方程。其次,通过在时域中使用准legendre多项式,通过巧妙地使用准legendre多项式将光束的组成方程转换为矩阵方程,这可以大大简化解决方案过程。然后将矩阵方程离散并解决,并且获得数值解决方案。最后,通过数值实验进行了两种不同的分数粘弹性材料的动态分析,第一次考虑了对位移的时间对位移的影响。随着时间和位置的变化,为聚丁二烯梁和Butyl B252梁获得不同的外部载荷下的位移,并且发现了位移的变化规律。此外,比较和分析两种材料的性能。 (c)2019年elestvier有限公司保留所有权利。

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