| contributor author | Mariana Gaertner Pintarelli | |
| contributor author | João Victor Staub de Melo | |
| date accessioned | 2019-09-18T10:36:36Z | |
| date available | 2019-09-18T10:36:36Z | |
| date issued | 2019 | |
| identifier other | %28ASCE%29MT.1943-5533.0002700.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4259347 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Haversine and Sinusoidal Wave Load on Estimating Fatigue Life of Asphalt Layers | |
| type | Journal Paper | |
| journal volume | 31 | |
| journal issue | 8 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0002700 | |
| page | 04019131 | |
| tree | Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008 | |
| contenttype | Fulltext | |