Local refinement for the modeling of composite beam based on the partition of the unity method

IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED
P. Vidal, L. Gallimard, O. Polit
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引用次数: 0

Abstract

In this work, a refined model is superimposed on a simple one only in a region of interest to improve the accuracy of the modeling of composite beam structures. The purpose is to concentrate the computational effort in a localized zone without loss of local precision. Outside the region of interest is modelized using a simple cheap model. The present approach is based on the Partition Unity Method (PUM) to ensure the continuity condition on the displacement field. Two refined models based on the Sinus model are used to demonstrate the capability of the method. Each of the kinematics needs a suitable Finite Element (FE) approximation. The method is assessed on numerical examples involving both homogeneous and laminated beams. The results are compared with reference solutions and computations using a mono-model. The computational cost is also evaluated to show the interest of the method. The results are very promising.

基于分割统一法的复合梁建模局部细化
在这项工作中,仅在感兴趣的区域内将精细模型叠加到简单模型上,以提高复合梁结构建模的精度。这样做的目的是在不损失局部精度的情况下,将计算工作集中在局部区域。在感兴趣区域之外,则使用简单廉价的模型进行建模。本方法基于分割统一法(PUM),以确保位移场的连续性条件。两个基于正弦模型的改进模型被用来演示该方法的能力。每个运动学模型都需要一个合适的有限元近似值。该方法在涉及均质梁和层压梁的数值示例中进行了评估。结果与参考解法和使用单一模型的计算结果进行了比较。还对计算成本进行了评估,以显示该方法的意义。结果很有希望。
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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来源期刊
CiteScore
4.80
自引率
3.20%
发文量
92
审稿时长
27 days
期刊介绍: The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.
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