材料科学
沥青
复合材料
刚度
极限抗拉强度
弯曲
疲劳开裂
丁苯橡胶
开裂
结构工程
疲劳极限
沥青混凝土
苯乙烯
工程类
聚合物
共聚物
作者
Hongbo Cheng,Jianing Liu,Lijun Sun,Liping Liu,Yining Zhang
标识
DOI:10.1016/j.conbuildmat.2020.121675
摘要
The laboratory fatigue test for the asphalt mixture is generally conducted at the intermediate temperatures (10 °C to 20 °C). Some research findings reveal that fatigue cracking may also appear in the asphalt layer at higher temperatures. Motivated by these findings, the present research investigated and compared the fatigue behaviours of the asphalt mixture at a wide range of temperatures (15 °C to 40 °C with an interval of 5 ℃) in four-point bending (4 PB) and indirect tensile (IDT) fatigue tests. The dense-graded asphalt mixtures (AC-13) using neat asphalt binder and Styrene-butadiene-styrene (SBS) modified asphalt binder are applied for evaluation. It is found that a uniform law exists for the stiffness evolution of the asphalt mixture in the fatigue test: as the stiffness of the asphalt mixture declined to about 70% of its initial stiffness, the asphalt mixture starts to experience the stable fatigue damage accumulation stage. The temperature affects the fatigue life of the asphalt mixture oppositely in the 4 PB and IDT tests. In the 4 PB test, the rising temperature causes an increase in the fatigue life of the mixture. However, in the IDT test, the fatigue life of the mixture decreases obviously with the increase of temperature. The model Nf=a(1/F)becT is proposed and developed to describe the relationships among fatigue life (Nf), temperature (T) and stress/strain level (F) of asphalt mixture in 4 PB and IDT tests. The developed models provide reference data for evaluating the fatigue resistance of the asphalt layer under various temperature and strain/stress conditions.
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