Evaluation of fatigue life of asphalt binders using the time sweep and linear amplitude sweep tests: A literature review

IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL
Mohammed Nouali , Anne Dony , Alan Carter
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引用次数: 0

Abstract

Asphalt binders play a crucial role in the fatigue cracking resistance of asphalt pavement, making the characterization of their fatigue life increasingly important. To evaluate the fatigue life of asphalt binders, two tests have been developed: the time sweep (TS) and the linear amplitude sweep (LAS), both conducted using the dynamic shear rheometer (DSR). Similar to asphalt mixtures, predicting the fatigue life of asphalt binders necessitates the predefinition of fatigue failure criterion and/or fatigue failure definition (failure point). Phenomenological and dissipated energy-based failure criteria are commonly employed to analyze TS test results, while the viscoelastic continuum damage (VECD) model is primarily used to predict fatigue life through the LAS test. Given that the fatigue test temperature significantly impacts the fatigue life of asphalt binders, various methods have been proposed in the literature for selecting the fatigue test temperature.
This paper provides a comprehensive review of the fatigue life evaluation of asphalt binders using both TS and LAS tests. It summarizes the different fatigue failure criteria and fatigue failure definitions employed and discusses the selection of fatigue test temperatures. Furthermore, the paper examines the influence of fatigue test conditions, binder chemical composition and/or penetration grade, and bitumen modification on the fatigue life of asphalt binders. Based on the current review, it is recommended to utilize the LAS test on PAV-aged bitumen under strain-controlled conditions to evaluate the fatigue life of asphalt binders. The most relevant failure definition is the peak in stored pseudo-strain energy based on the simplified viscoelastic continuum damage model (S-VECD). Additionally, the authors propose conducting the fatigue test at an intermediate reference temperature for each country or region, depending on its climate zone.
用时间扫描和线性振幅扫描试验评价沥青粘结剂的疲劳寿命:文献综述
沥青粘结剂对沥青路面的抗疲劳开裂性能起着至关重要的作用,其疲劳寿命的表征日益重要。为了评价沥青粘结剂的疲劳寿命,采用动态剪切流变仪(DSR)进行了时间扫描(TS)和线性振幅扫描(LAS)两种试验方法。与沥青混合料类似,预测沥青结合料的疲劳寿命需要预先定义疲劳失效准则和/或疲劳失效定义(失效点)。TS试验结果通常采用现象学和耗散能失效准则进行分析,而粘弹性连续损伤(VECD)模型主要用于通过LAS试验预测疲劳寿命。鉴于疲劳试验温度对沥青粘结剂的疲劳寿命影响较大,文献中提出了多种选择疲劳试验温度的方法。本文对沥青粘结剂疲劳寿命的TS和LAS试验进行了综述。总结了不同的疲劳失效准则和疲劳失效定义,讨论了疲劳试验温度的选择。此外,本文还考察了疲劳试验条件、粘结剂化学成分和/或渗透等级以及沥青改性对沥青粘结剂疲劳寿命的影响。在此基础上,建议采用应变控制条件下的LAS试验来评价沥青粘结剂的疲劳寿命。基于简化粘弹性连续损伤模型(s - veecd),最相关的破坏定义是存储伪应变能峰值。此外,作者建议每个国家或地区根据其气候带在一个中间参考温度下进行疲劳试验。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
13.60
自引率
6.30%
发文量
402
审稿时长
15 weeks
期刊介绍: The Journal of Traffic and Transportation Engineering (English Edition) serves as a renowned academic platform facilitating the exchange and exploration of innovative ideas in the realm of transportation. Our journal aims to foster theoretical and experimental research in transportation and welcomes the submission of exceptional peer-reviewed papers on engineering, planning, management, and information technology. We are dedicated to expediting the peer review process and ensuring timely publication of top-notch research in this field.
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