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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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