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Micro-scale tensile properties of single geotextile polypropylene filaments at elevated temperatures

机译:土工纺织聚丙烯单丝在高温下的微尺度拉伸性能

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摘要

Geotextiles are porous and fibrous materials that consist of randomly oriented and isotropically distributed long filaments which vary in terms of spatial distribution, curvature, orientation, size, and mass density. The heterogeneous internal structure of geotextiles constituted from individual/discrete fibers and having different micro-structure and macro-structure properties are prone to exhibit dissimilar tensile stress-strain behavior (i.e. progressive versus reactionary) as well as showing favorable versus adverse response to varied experimental conditions such as temperature and strain rate change when tested at macro scale as opposed to micro-scale level. To this end, in order to evaluate thermo-tensile strength properties as well as to characterize tensile extension behavior of single geotextile filaments at micro-scale level, micro-mechanical tensile tests were performed at different temperatures using a Dynamic Thermo-Mechanical Analyzer (DMA) on single filaments extracted from polypropylene needle punched nonwoven geotextile. Various test temperatures between 21 ℃ and 50 ℃ were chosen to represent and simulate the wide range of temperatures encountered in the field for geotechnical applications such as landfill base liners. The paper also presents a statistical analysis of the results of the test program to provide a basis for comparison of inherent filament variability.
机译:土工织物是由随机取向和各向同性分布的长丝组成的多孔纤维材料,长丝在空间分布,曲率,取向,尺寸和质量密度方面均发生变化。由单根/离散纤维构成的,具有不同的微观结构和宏观结构特性的土工织物的异质内部结构易于表现出不同的拉伸应力-应变行为(即渐进性与反作用性),并对不同的实验表现出有利与不利的响应在宏观而不是微观水平上进行测试时,温度和应变率等条件会发生变化。为此,为了评估热拉伸强度性能并表征单个土工织物细丝在微尺度水平下的拉伸延伸行为,使用动态热机械分析仪(DMA)在不同温度下进行了微机械拉伸试验。 )在从聚丙烯针刺非织造土工布中提取的单丝上。选择21℃至50℃之间的各种测试温度来代表和模拟在土工应用领域(如垃圾填埋场衬砌)中遇到的各种温度范围。本文还提供了测试程序结果的统计分析,为比较固有的灯丝可变性提供了基础。

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