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Comparison of two criteria of stress intensity factor and fracture energy to investigate the behavior of asphalt mixtures under combined tensile- shear loading modes-A statistical approach

机译:比较应激强度因子和裂缝能量的两个标准,探讨沥青混合物在组合抗剪切式加载模式下的行为 - 一种统计方法

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Fracture energy and stress intensity factor are of the most prevalent criteria for determining the fracture behavior of asphalt mixtures. In this research, the fracture performance of asphalt mixtures under different modes of loading at different temperatures and loading rates was investigated, and the stress intensity factor and fracture energy were determined and compared to the fracture resistance criteria. For this purpose, loading modes of pure tension, pure shear and four different mixed shear-tension loading conditions were chosen, and the fracture tests were conducted on the SCB specimens at temperatures of-5 celcius,-15 celcius and-25 celcius, loading rates of 1 and 5 mm/min and different loading modes. The results showed that the fracture behavior of asphalt mixtures is significantly dependent on testing temperature and loading rate. The studied parameters of fracture energy and stress intensity and the correlation between them are functions of the loading mode, loading speed, and testing temperature. Moreover, the changing trends of the parameters of fracture energy and stress intensity factor do not necessarily follow the same trend and each factor represents a specific concept of fracture performance of asphalt mixtures. (c) 2021 Elsevier Ltd. All rights reserved.
机译:骨折能量和应力强度因子具有最普遍的标准,用于确定沥青混合物的断裂行为。在该研究中,研究了不同温度和装载速率的不同加载模式下沥青混合物的断裂性能,并测定应力强度因子和裂缝能量与裂缝电阻标准进行比较。为此目的,选择纯张力,纯剪切和四种不同的混合剪切加载条件的加载模式,并在-5塞尔西乌斯,-15 celcius和-25塞尔西乌斯的温度下进行裂缝试验在SCB标本上进行速率为1和5毫米/分钟,加载模式不同。结果表明,沥青混合物的断裂行为显着取决于测试温度和装载速率。裂缝能量和应力强度的研究参数以及它们之间的相关性是装载模式,装载速度和测试温度的功能。此外,断裂能量和应力强度因子参数的变化趋势不一定遵循相同的趋势,每个因素代表沥青混合物的断裂性能的特定概念。 (c)2021 elestvier有限公司保留所有权利。

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