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Tensile properties of high strength polyacrylonitrile (PAN)-based and high modulus pitch-based hybrid carbon fibers-reinforced epoxy matrix composite

机译:高强度聚丙烯腈(PAN)基和高模量沥青基混合碳纤维增强环氧基复合材料的拉伸性能

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摘要

The tensile properties of high strength polyacrylonitrile-based (IM600) and high modulus pitch-based (K13D) hybrid carbon fibers-reinforced epoxy matrix composite (CFRP) were investigated. Fiber orientation of the hybrid CFRP specimen was set to [0 _((IM600))/0 _((K13D))] _(2S). The fiber volume fraction of the hybrid CFRP specimen was 55.7 vol% (IM600: 29.3 vol%, K13D: 26.4 vol%). The tensile stress-strain curve of the hybrid CFRP specimen shows a complicated shape (jagged trace). By the high modulus K13D CFRP layers, the hybrid CFRP specimen shows the intermediate modulus in the initial stage of loading. Subsequently, when the K13D CFRP layers begin to fail, the high strength IM600 CFRP layers would hold the load (strength) and the material continues to endure high load without instantaneous failure. Because higher strength fiber can help the load for a certain time after failure occur, the hybrid composite could be considered one example of a material possessing preventing instantaneous failure. The Weibull statistical distributions of the mono (IM600 and K13D) and the hybrid CFRP specimens were also examined. The Weibull modulus for the mono CFRP specimens was calculated to be 22.9 for the IM600 CFRP specimen and 14.4 for the K13D CFRP specimen, respectively. The Weibull modulus for the hybrid CFRP specimen was calculated to be 39.6 for the initial fracture strength and 20.6 for the tensile fracture strength, respectively. The Weibull modulus for the initial fracture strength is higher than that for the K13D CFRP specimen and the Weibull modulus for the tensile fracture strength is almost similar to that for the IM600 CFRP specimen.
机译:研究了高强度聚丙烯腈基(IM600)和高模量沥青基(K13D)混合碳纤维增强环氧基复合材料(CFRP)的拉伸性能。混合CFRP标本的纤维取向设置为[0 _((IM600))/ 0 _((K13D))] _(2S)。混合CFRP样品的纤维体积分数为55.7体积%(IM600:29.3体积%,K13D:26.4体积%)。混合CFRP试样的拉伸应力-应变曲线显示出复杂的形状(锯齿状)。通过高模量K13D CFRP层,混合CFRP样品在加载的初始阶段显示出中等模量。随后,当K13D CFRP层开始失效时,高强度IM600 CFRP层将承受载荷(强度),并且材料将继续承受高载荷而不会出现瞬时失效。由于较高强度的纤维可以在发生故障后的一定时间内帮助负载,因此杂化复合材料可以被视为具有防止瞬时故障的材料的一个示例。还检查了单声道(IM600和K13D)和混合CFRP标本的Weibull统计分布。计算出的单CFRP样品的威布尔模量对于IM600 CFRP样品为22.9,对于K13D CFRP样品为14.4。混合CFRP试样的威布尔模量的初始断裂强度计算为39.6,拉伸断裂强度计算为20.6。初始断裂强度的威布尔模量高于K13D CFRP试样,而拉伸断裂强度的威布尔模量与IM600 CFRP试样几乎相似。

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