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由内凹(“领结”)单元构成的负泊松比结构的实验研究

Experimental Study of Auxetic Structures Made of Re-Entrant ("Bow-Tie") Cells.

作者信息

Plewa Julian, Płońska Małgorzata, Feliksik Kamil, Junak Grzegorz

机构信息

Faculty of Science and Technology, Institute of Materials Engineering, University of Silesia in Katowice, 75 Pułku Piechoty Str., 41-500 Chorzów, Poland.

Faculty of Materials Engineering, Silesian University of Technology, 8 Krasińskiego Str., 40-019 Katowice, Poland.

出版信息

Materials (Basel). 2024 Jun 21;17(13):3061. doi: 10.3390/ma17133061.

Abstract

This article presents a study of metamaterial structures that exhibit auxetic properties. This unusual phenomenon of simultaneous orthogonal expansion of the metamaterial in tension, and vice versa in compression, with vertical and horizontal contraction, is explored for structures made of re-entrant unit cells. The geometry of such structures is analysed in detail, and the relationships are determined by the value of the Poisson's ratio. It is shown that the Poisson's ratio depends not only on the geometry of the unit cell but also on the degree of strain. Depending on the dimensions of the structure's horizontal and inclined struts, the limit values are determined for the angle between them. By creating physical structures made of re-entrant cells, it is demonstrated that the mechanism of change in the structure's dimensions is not due to the hinging but to the bending of the struts. The experimental section contains the results of compression tests of a symmetrical structure and tensile tests of a flat mesh structure. In the case of the mesh structure, a modification of the re-entrant cells was used to create arched strut joints. This modification makes it possible to obtain greater elongation of the mesh structure and larger NPR values.

摘要

本文介绍了对具有负泊松比特性的超材料结构的一项研究。对于由凹角形单元胞制成的结构,探讨了超材料在拉伸时同时发生正交膨胀以及在压缩时反之亦然(伴随着垂直和水平收缩)这种不寻常的现象。详细分析了此类结构的几何形状,并根据泊松比的值确定了各种关系。结果表明,泊松比不仅取决于单元胞的几何形状,还取决于应变程度。根据结构水平和倾斜支柱的尺寸,确定了它们之间夹角的极限值。通过制作由凹角形单元组成的物理结构,证明了结构尺寸变化的机制不是由于铰接,而是由于支柱的弯曲。实验部分包含对称结构的压缩试验结果和平板网状结构的拉伸试验结果。对于网状结构,采用对凹角形单元的改进来创建拱形支柱节点。这种改进使得能够获得更大的网状结构伸长率和更大的负泊松比(NPR)值。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f521/11242303/8c98d9b389bd/materials-17-03061-g001.jpg

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