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Development and characterization of novel auxetic structures based on re-entrant hexagon design produced from braided composites

机译:基于编织复合材料的凹入六边形设计的新型膨胀结构的开发和表征

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摘要

This paper reports the first attempt of developing macro-scale auxetic structures based on re-entranthexagon design from braided composite materials for civil engineering applications. Braided compositerods (BCRs) were produced and arranged as longitudinal and horizontal elements to produce threetypes of auxetic structures: (1) basic re-entrant hexagon structure, (2) basic structure modified by addingstraight longitudinal elements and (3): structure-2 modified by changing structural angle. The influenceof various material and structural parameters as well as structure type on Poisson's ratio and tensileproperties was thoroughly investigated. The auxetic behaviour was found to strongly depend on thestructural angle and straight elements, resulting in lower auxeticity with lower angles and in presence ofstraight elements. Material parameters influenced the auxetic behaviour to a lesser extent and a decreasein auxetic behaviour was noticed with increase in core fibre linear density and using stiffer fibres such ascarbon. The reverse effect was observed in case of tensile strength and work of rupture. Among thesestructures, structure-3 exhibited good auxetic behaviour, balanced tensile properties, and high energyabsorption capacity and their auxetic behaviour could be well predicted with the developed analyticalmodel. Therefore, these novel structures present good potential for strengthening of civil structures.
机译:本文报道了基于可弯六边形设计的大型复合结构的首次尝试,该结构由土木工程应用的编织复合材料制成。生产出编织复合棒(BCR),将其作为纵向和水平元素,以产生三种类型的膨胀结构:(1)基本凹入六边形结构;(2)通过添加直的纵向元素进行修改的基本结构;(3):对结构2进行修改通过改变结构角度。深入研究了各种材料和结构参数以及结构类型对泊松比和拉伸性能的影响。发现拉力行为强烈地依赖于结构角和笔直的元素,从而导致拉力较低,角度较小且存在直线元素。材料参数对拉丝行为的影响较小,并且随着芯纤维线密度的增加和使用碳纤维等较硬的纤维,拉丝性能下降。在拉伸强度和断裂功的情况下观察到相反的效果。在这些结构中,结构3表现出良好的拉力行为,平衡的拉伸性能和高能量吸收能力,并且可以通过开发的分析模型很好地预测它们的拉力行为。因此,这些新颖的结构具有加强民用结构的良好潜力。

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