Buckling behavior of fiber reinforced Innegra sandwich beams incorporating carbon nanofiber

IF 3.1 Q2 MATERIALS SCIENCE, COMPOSITES
Rezvan Hosseini, M. Y. Tooski, A. R. Khorshidvand, Seyed Mehdi Khorsandijou
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引用次数: 0

Abstract

This study examined the effect of carbon nanofiber (CNF) on the buckling behavior of sandwich beams under axial compressive load. Three different configurations of sandwich beams consisting of composite skins with different arrangement of layers and polyvinyl chloride (PVC) foam core were considered. Each composite skin is made of four layers reinforced with different materials consisting of Innegra, carbon and Innegra/carbon (hybrid) and epoxy resin modified by CNF. Because of the difference in the thickness of the samples, the specific critical load parameter (the ratio of the critical buckling load to the thickness of the structure) was used to compare the buckling behavior of sandwich beams. The experimental test results indicated that carbon fiber as a stiffening interface in hybrid samples improved the specific critical load compared to Innegra samples. Also, the addition of 0.3 wt%-CNF increases the specific critical load, while the further increase of CNF led to the decrease of the specific critical loads, which is the main cause of weak interfacial stress between CNF and epoxy resin. In addition, the effect of different percentages of CNF and types of fibers on the increase in toughness and damage mechanisms were investigated.
掺入碳纳米纤维的纤维增强Innegra夹层梁的屈曲行为
本研究考察了碳纳米纤维(CNF)对夹层梁在轴向压缩载荷下屈曲行为的影响。考虑了由不同层数的复合材料蒙皮和聚氯乙烯(PVC)泡沫芯组成的三种不同结构的夹层梁。每个复合表皮由四层材料制成,用不同的材料增强,包括英尼格拉、碳和英尼格拉/碳(杂化)以及CNF改性的环氧树脂。由于样品厚度的差异,使用特定的临界载荷参数(临界屈曲载荷与结构厚度的比值)来比较夹层梁的屈曲行为。实验测试结果表明,与Innegra样品相比,碳纤维作为混合样品中的加劲界面提高了比临界载荷。此外,0.3wt%-CNF的加入增加了比临界载荷,而CNF的进一步增加导致比临界载荷的降低,这是CNF与环氧树脂之间界面应力较弱的主要原因。此外,还研究了不同比例的CNF和纤维类型对韧性增加的影响以及损伤机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Functional Composites and Structures
Functional Composites and Structures Materials Science-Materials Science (miscellaneous)
CiteScore
4.80
自引率
10.70%
发文量
33
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