Influence of Haversine and Sinusoidal Wave Load on Estimating Fatigue Life of Asphalt Layers

被引:9
|
作者
Pintarelli, Mariana Gaertner [1 ]
Staub de Melo, Joao Victor [1 ]
机构
[1] Univ Fed Santa Catarina, Dept Civil Engn, Rua Joao Pio Duarte, BR-88040970 Florianopolis, SC, Brazil
关键词
Asphalt mixture; Fatigue failure; Waveforms; Flexible pavements; Numerical simulation; MIXTURES; BEHAVIOR;
D O I
10.1061/(ASCE)MT.1943-5533.0002700
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The phenomenon of fatigue can be considered one of the main causes of asphalt surface failure. The four-point bending apparatus is a device used widely to determine the fatigue resistance of asphalt mixtures. Worldwide, there are several standard procedures that rule this test. The main difference between them is the waveform, in which the load is applied to the beam, and the failure criteria. This paper reports how the waveform-haversine or sinusoidal-affects the fatigue resistance determination of an asphalt mixture. Additionally, the impact of the obtained models was evaluated through numerical simulation, based on the required thickness of the asphalt layer from a pavement's structure. It was concluded that depending on the loading waveform employed, the fatigue resistance results present a significant difference. Tests carried out on the four-point bending machine with haversine loading presented values of fatigue resistance much higher than the ones carried out with sinusoidal loading.
引用
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页数:10
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