Topology optimization of extruded beams modeled with the XFEM for maximizing their natural frequencies

IF 1.9 4区 工程技术 Q3 MECHANICS Mechanics Research Communications Pub Date : 2023-12-10 DOI:10.1016/j.mechrescom.2023.104234
Ameer Marzok, Haim Waisman
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Abstract

In this paper, an efficient topology optimization approach is developed for maximizing the fundamental natural frequency of extruded beams. Mass fraction and static compliance bounds are defined using inequality-type constraints in the optimization problem. An XFEM approach, previously proposed by the authors for analyzing beam elements, is extended herein to compute the natural frequencies of the beam. The method allows for 3D modeling of beams with a significant reduction in the number of degrees of freedom and therefore also yields efficient optimization procedure. This reduction is made possible by incorporating global enrichment functions in the longitudinal direction, which enables a significant reduction in the number of elements in that direction without loss of accuracy. A nonlinear optimization problem is formulated using continuous density-based design variables that represent the material distribution in the beam’s cross-section. The optimization problem is then solved using a gradient-based approach with analytical sensitivities. The well-known Solid Isotropic Material with Penalization (SIMP) method is used to acquire discrete solutions. We study the optimal design of short and long beams. It is shown that for short beams, localized vibration modes appear within the cross-section, leading to a significant distortion deformation mode of the cross-section. The optimized design of the long beam shows global deformation modes with an increase of 15% in the fundamental frequency compared with a non-optimized design consisting of a hollow rectangular cross-section with the same mass.

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利用 XFEM 对挤压梁进行拓扑优化,最大限度地提高其固有频率
本文开发了一种高效的拓扑优化方法,用于最大化挤压梁的基本固有频率。在优化问题中使用不等式约束定义了质量分数和静态顺应性约束。作者之前提出的用于分析梁元素的 XFEM 方法在本文中被扩展用于计算梁的固有频率。该方法允许对梁进行三维建模,并显著减少了自由度数量,因此也产生了高效的优化程序。通过在纵向加入全局富集函数,可以在不降低精度的情况下显著减少该方向的元素数量。非线性优化问题是利用连续的密度设计变量来表示横梁截面上的材料分布。然后,利用基于梯度的方法和分析敏感性来解决优化问题。著名的各向同性固体材料与惩罚(SIMP)方法用于获取离散解。我们研究了短梁和长梁的优化设计。结果表明,对于短梁,局部振动模式出现在横截面内,导致横截面出现明显的扭曲变形模式。与质量相同的空心矩形横截面组成的非优化设计相比,长梁的优化设计显示了全局变形模式,基频增加了 15%。
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来源期刊
CiteScore
4.10
自引率
4.20%
发文量
114
审稿时长
9 months
期刊介绍: Mechanics Research Communications publishes, as rapidly as possible, peer-reviewed manuscripts of high standards but restricted length. It aims to provide: • a fast means of communication • an exchange of ideas among workers in mechanics • an effective method of bringing new results quickly to the public • an informal vehicle for the discussion • of ideas that may still be in the formative stages The field of Mechanics will be understood to encompass the behavior of continua, fluids, solids, particles and their mixtures. Submissions must contain a strong, novel contribution to the field of mechanics, and ideally should be focused on current issues in the field involving theoretical, experimental and/or applied research, preferably within the broad expertise encompassed by the Board of Associate Editors. Deviations from these areas should be discussed in advance with the Editor-in-Chief.
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