Rigidity paradox of kirigami arches

IF 8.3 1区 工程技术 Q1 ENGINEERING, CIVIL
Thin-Walled Structures Pub Date : 2026-05-01 Epub Date: 2026-02-17 DOI:10.1016/j.tws.2026.114691
Eszter Fehér
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Abstract

The geometry of bending-active kirigami arches, decorated by cuts and holes, is strongly influenced by the location and geometry of the perforations. This study demonstrates that, in some instances, the geometric strengthening induced by additional cuts can outweigh the weakening effect of material removal, leading to a counterintuitive increase in structural rigidity under a given concentrated load. We present multiple parametric cut patterns to show that rigidity can be increased both under symmetric and asymmetric loads. While the preferred cut location is often near the point of action of the load, asymmetric loading can shift this optimum elsewhere. Moreover, the distance between the supports also plays a crucial role, namely, the rigidity gain vanishes when the supports are too far apart. We found that the rigidity can be increased for both non-perforated and perforated sheets, and there is a non-monotonic relationship between the global porosity and the rigidity of the structure. Numerical predictions are validated against experimental measurements.

Abstract Image

基里美拱的刚性悖论
由切口和孔洞装饰的弯曲主动基里伽米拱门的几何形状受到孔洞的位置和几何形状的强烈影响。该研究表明,在某些情况下,额外切割引起的几何强化可能超过材料去除的弱化效应,导致在给定集中载荷下结构刚度的反直觉增加。我们提出了多个参数切割模式,以表明在对称和非对称载荷下刚度都可以增加。虽然首选切割位置通常在载荷作用点附近,但不对称载荷可以将此最佳位置转移到其他地方。此外,支座之间的距离也起着至关重要的作用,即当支座间距过大时,刚度增益消失。我们发现,无论是无孔板还是有孔板,结构刚度都可以增加,并且整体孔隙率与结构刚度之间存在非单调关系。数值预测与实验测量结果相对照。
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
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