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Increasing Precision and Confidence Level in Fracture Energy Measurement by Optimizing the Number of Test Replicates for Disk-Shaped Compact Tension Fracture Test (ASTM D7313)

机译:通过优化盘形紧凑型拉伸断裂试验(ASTM D7313)的测试重复次数,提高断裂能测量的精度和可信度

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Different fracture-based tests and parameters have been developed in recent years to assess thermal cracking performance of asphalt mixtures. Agencies have adopted some of these tests, established threshold values, and incorporated them into their specifications to evaluate mixes during design and production. Because of the heterogeneous nature of asphalt mixtures, there can be a substantial amount of variability associated with mechanical test results obtained from fracture-based tests. To obtain unbiased properties with variabilities only inherent to the material itself and not caused by mixture production, specimen fabrication, or testing related factors, an appropriate number of replicate specimens need to be tested. This article provides the results of a study to establish a practical number of replicate tests that are required to obtain accurate and representative asphalt mixture fracture energy from the disk-shaped compact tension (DCT) fracture test for routine use by producers and agencies. Statistical analyses were performed to determine the precision and accuracy associated with the use of 4, 8, and 12 replicates. A total of 368 fracture energy measurements (16 replicates for 23 mixtures) were used for the analysis. The statistical analysis consistently indicated that 12 replicates results in higher confidence in the estimate of the mean. The maximum difference between measurements when 4 replicates are used ranges from 3 to 25 % but reduces to 1 to 9 % for 12 replicates. For 4 replicates, the data set used in this study indicated that 41 % of the time, it was not possible to confidently distinguish whether mixtures met a minimum threshold value or not. However, this error margin drops to 12 % when using 12 replicates. Based on these results, 12-replicate specimens are recommended to ensure necessary accuracy and repeatability for performance-based specifications using DCT fracture energy.
机译:近年来,已经开发了不同的基于断裂的测试和参数来评估沥青混合物的热裂解性能。代理商已经采用了其中一些测试方法,建立了阈值,并将其纳入其规格,以评估设计和生产过程中的混合料。由于沥青混合物的异质性,与基于裂缝的测试获得的机械测试结果可能存在很大的差异。为了获得仅由材料本身固有的,且不受混合物生产,样品制造或测试相关因素引起的变化的无偏特性,需要测试适当数量的重复样品。本文提供了一项研究结果,以建立实际数量的重复测试,这些重复测试对于从生产商和代理商常规使用的盘状压紧拉伸(DCT)断裂试验中获得准确而有代表性的沥青混合料断裂能量而言是必需的。进行统计分析以确定与使用4、8和12个重复样本相关的精度和准确性。总共368次断裂能测量(23种混合物进行16次重复测量)用于分析。统计分析一致表明,重复12次可提高对均值估算的置信度。使用4个重复样品时,两次测量之间的最大差异为3%至25%,但对于12个重复样品,测量值之间的最大差异减小为1%至9%。对于4次重复实验,本研究中使用的数据集表明41%的时间无法自信地区分混合物是否达到最低阈值。但是,使用12个副本时,此错误裕量降至12%。根据这些结果,建议使用12个样本进行复制,以确保使用DCT断裂能进行基于性能的规格时具有必要的准确性和可重复性。

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