沥青混合料开裂性能研究:基于IDEAL-CT裂缝扩展阻力指数的研究进展

IF 5.3 2区 工程技术 Q1 MECHANICS
Yaowen Pei, Hussain U. Bahia, Runhua Zhang, Rui Wang, Ruitao Xie
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引用次数: 0

摘要

间接拉伸沥青开裂试验(IDEAL-CT)由于其简单、高效的特点,已被广泛用于表征沥青混合料的开裂性能。然而,开裂容限指数(CT-Index)是由IDEAL-CT导出的一个关键参数,由于其过度依赖荷载-位移曲线峰后阶段75%峰值荷载点的斜率值,因此存在严重的局限性。这种对单点斜率的过度依赖不能有效地考虑累积的开裂扩展阻力,导致在评估空气空隙和聚合物/纤维改性的影响时不一致。为了解决这一限制,本研究提出了裂纹扩展阻力指数(CPR-Index),该指数来源于断裂对位移的功曲线,以表征峰后阶段裂纹扩展所需的平均累积能量。对不同设计因素的沥青混合料进行了综合试验,比较了cpr指数和ct指数参数的容量,包括空气空隙、聚合物和纤维改性、粘结剂含量、再生沥青含量和老化条件。比较了这两个指标的变异性。结果分析表明:(1)cpr指数随空隙率的增大而减小,有效地反映了混合料密度对抗裂性的预期影响;(2) CPR-Index对聚合物和纤维改性具有较高的敏感性,通过粘结剂开裂试验验证了其在提高抗裂性方面的作用;(3)粘结剂含量、RAP/RAS含量、老化条件的CPR-Index趋势与CT-Index一致;(4) Pearson相关分析表明,黏结剂时间扫描试验测得的黏结剂疲劳寿命与CPR-Index之间存在较强的相关关系(R2 = 0.71 ~ 0.92);(5) CPR-Index具有较好的重复性,变异系数约为10%,有效地减小了重复测量之间的差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Revisiting asphalt mixture cracking Performance: Development of a work of Fracture-Based crack propagation resistance Index from IDEAL-CT
Due to its simplicity and efficiency, the Indirect Tensile Asphalt Cracking Test (IDEAL-CT) has been widely adopted to characterize the cracking performance of asphalt mixtures. However, the Cracking Tolerance Index (CT-Index), a key parameter derived from IDEAL-CT, exhibits critical limitations due to its over-reliance on the slope value at 75 % peak load point in the post-peak stage of the Load-Displacement curve. This over-reliance on a single point slope falls short of effectively accounting for the cumulative cracking propagation resistance, resulting in inconsistencies in evaluating the effects of air voids, and polymer/fiber modifications. To address this limitation, this study includes a proposed Cracking Propagation Resistance Index (CPR-Index), derived from the Work of Fracture versus Displacement curve, to characterize the average cumulative energy required for crack propagation during the post-peak stage. A comprehensive experimental program was conducted on asphalt mixtures with varying design factors to compare the capacity of the CPR-Index and CT-Index parameters, including air voids, polymer and fiber modifications, binder content, recycled asphalt content, and aging conditions. The variability of the two indices was also compared. The following findings can be drawn from the analysis of results: (1) the CPR-Index decreases with increasing air voids, effectively capturing the expected impact of mixture density on cracking resistance; (2) CPR-Index demonstrates superior sensitivity to polymer and fiber modifications, accurately reflecting their roles in improving cracking resistance as validated through the binder cracking test; (3) CPR-Index shows trends consistent with the CT-Index for binder content, RAP/RAS content, and aging conditions; (4) Pearson’s correlation analysis shows a strong relationship (R2 = 0.71–0.92) between the CPR-Index and binder fatigue life measured from the binder time sweep test, and; (5) the CPR-Index exhibits better repeatability, with a coefficient of variation about 10 %, thus effectively reducing variation between replicate measurements.
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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