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

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008
    Author:
    Mariana Gaertner Pintarelli
    ,
    João Victor Staub de Melo
    DOI: 10.1061/(ASCE)MT.1943-5533.0002700
    Publisher: American Society of Civil Engineers
    Abstract: 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.
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      Influence of Haversine and Sinusoidal Wave Load on Estimating Fatigue Life of Asphalt Layers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4259347
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    contributor authorMariana Gaertner Pintarelli
    contributor authorJoão Victor Staub de Melo
    date accessioned2019-09-18T10:36:36Z
    date available2019-09-18T10:36:36Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002700.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259347
    description abstractThe 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.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Haversine and Sinusoidal Wave Load on Estimating Fatigue Life of Asphalt Layers
    typeJournal Paper
    journal volume31
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002700
    page04019131
    treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008
    contenttypeFulltext
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