Development of Kagome-based functionally graded beams optimized for flexural loadings

IF 4.4 2区 工程技术 Q1 MECHANICS European Journal of Mechanics A-Solids Pub Date : 2024-10-22 DOI:10.1016/j.euromechsol.2024.105474
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Abstract

This study is concerned with the development of an innovative beam geometry based on a tessellation of Kagome unit cells and the improvement of its geometry with the aim of increasing its flexural properties. This aspect was achieved by generating a functionally graded metamaterial structure based on a novel approach that considers the well-established analytical beam theory models as the basis of for the optimization of the structural parameters of the unit cells at an individual level. The starting premise is that the optimal strut thickness variation with the height of the beam will cause the material to yield uniformly in the critical cross-section. Preliminary studies were conducted in order to numerically determine the variation of the stiffness and the strength of the Kagome structure with the thickness of its struts. Considering the equivalent stress distribution during bending in the critical cross-section, an optimal variation of the stiffness with the height of the beam was evaluated. Based on these results, different values for the strut diameter were imposed at corresponding coordinates relative to the neutral axis, assuring a continuous transition across the height of the beam. The flexural properties of the developed functionally graded structure were evaluated using finite element analyses and determined superior characteristics when compared with the data obtained from simulations performed on an uniform Kagome beam with of the same mass. The investigated structures were manufactured through stereolithography and subjected to three-point bending tests, the results being in agreement with the numerical data, thus validating the design.
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开发基于 Kagome 的功能分级梁,优化抗弯载荷
本研究关注的是基于卡戈米单元网格的创新梁几何结构的开发,以及对其几何结构的改进,目的是提高其抗弯特性。为了实现这一目标,我们采用了一种新颖的方法,即以成熟的梁理论分析模型为基础,生成一种功能分级超材料结构,以优化单个单元的结构参数。其出发点是,随梁高度变化的最佳支柱厚度将使材料在临界截面上均匀屈服。为了从数值上确定 Kagome 结构的刚度和强度随支柱厚度的变化,我们进行了初步研究。考虑到临界截面弯曲时的等效应力分布,对刚度随梁高度的最佳变化进行了评估。根据这些结果,在相对于中性轴的相应坐标上施加了不同的支柱直径值,以确保横梁高度上的连续过渡。使用有限元分析评估了所开发的功能分级结构的抗弯特性,与相同质量的均匀卡戈米梁的模拟数据相比,该结构具有更优越的特性。所研究的结构是通过立体光刻技术制造的,并进行了三点弯曲测试,结果与数值数据一致,从而验证了设计。
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来源期刊
CiteScore
7.00
自引率
7.30%
发文量
275
审稿时长
48 days
期刊介绍: The European Journal of Mechanics endash; A/Solids continues to publish articles in English in all areas of Solid Mechanics from the physical and mathematical basis to materials engineering, technological applications and methods of modern computational mechanics, both pure and applied research.
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