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The effect of gauge length on tensile strength and Weibull modulus of polyacrylonitrile (PAN)- and pitch-based carbon fibers

机译:标距长度对聚丙烯腈和沥青基碳纤维的拉伸强度和威布尔模量的影响

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摘要

Carbon fibers are widely used as a reinforcement in composite materials because of their high specific strength and modulus. Current trends toward the development of carbon fibers have been driven in two directions; ultrahigh tensile strength fiber with a fairly high strain to failure (~2%), and ultrahigh modulus fiber with high thermal conductivity. Today, a number of ultrahigh strength polyacrylonitrile (PAN)-based (more than 6 GPa), and ultrahigh modulus pitch-based (more than 900 GPa) carbon fibers have been commercially available. In this study, the tensile strengths of PAN- and pitch-based carbon fibers have been investigated using a single filament tensile test at various gauge lengths ranging from 1 to 250 mm. Carbon fibers used in this study were ultrahigh strength PAN-based (T1000GB, IM600), a high strength PAN-based (T300), a high modulus PAN-based (M60JB), an ultrahigh modulus pitch-based (K13D), and a high ductility pitch-based (XN-05) carbon fibers. The statistical distributions of the tensile strength were characterized. It was found that the Weibull modulus and the average tensile strength increased with decreasing gauge length, a linear relation between the Weibull modulus, the average tensile strength and the gauge length was established on log–log scale. The results also clearly show that for PAN- and pitch-based carbon fibers, there is a linear relation between the Weibull modulus and the average tensile strength on log–log scale.
机译:碳纤维由于其高的比强度和模量而被广泛用作复合材料的增强材料。当前碳纤维发展的趋势已从两个方向推动:具有相当高的断裂应变(〜2%)的超高拉伸强度纤维,以及具有高导热性的超高模量纤维。如今,已经有许多基于超高强度聚丙烯腈(PAN)的碳纤维(大于6 GPa)和基于超高模量沥青的碳纤维(大于900 GPa)。在这项研究中,已使用单细丝拉伸试验在1至250 mm的各种规格长度下研究了PAN和沥青基碳纤维的拉伸强度。本研究中使用的碳纤维为超高强度PAN基(T1000GB,IM600),高强度PAN基(T300),高模量PAN基(M60JB),超高模量沥青基(K13D)和高延展性沥青基(XN-05)碳纤维。表征了抗拉强度的统计分布。结果发现,威布尔模量和平均抗拉强度随标距的减小而增加,威布尔模量,平均抗拉强度和标距的线性关系建立在对数-对数尺度上。结果也清楚地表明,对于基于PAN和沥青的碳纤维,威布尔模量与平均拉伸强度之间呈线性关系(对数-对数刻度)。

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  • 来源
    《Journal of Materials Science》 |2012年第2期|p.632-642|共11页
  • 作者单位

    National Institute for Materials Science, Hybrid Materials Unit, Composite Materials Group, 1-2-1 Sengen, Tsukuba, Ibaraki, 305-0047, Japan;

    Department of Materials Science and Engineering, University of California Los Angeles, Los Angeles, CA, 90095-1595, USA;

    National Institute for Materials Science, Hybrid Materials Unit, Composite Materials Group, 1-2-1 Sengen, Tsukuba, Ibaraki, 305-0047, Japan;

    Research Center for Advanced Science and Technology, The University of Tokyo, 4-6-1 Komaba, Meguro-ku, Tokyo, 153-8904, Japan;

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