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    Accelerated Aging of Asphalt by UV Photo-Oxidation Considering Moisture and Condensation Effects

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 001
    Author:
    He Xin;Hochstein Daniel;Ge Qi;Ali Ayman W.;Chen Fangliang;Yin Huiming
    DOI: 10.1061/(ASCE)MT.1943-5533.0002120
    Publisher: American Society of Civil Engineers
    Abstract: To understand the long-term performance degradation of asphalt, ultraviolet (UV) photo-oxidation has been used to accelerate the aging process. Three types of asphalt binders extracted from reclaimed asphalt pavements (RAPs) and one extracted from fresh hot-mix asphalt (HMA) were aged under continuous UV exposure and UV/moisture/condensation exposure. After accelerated aging tests, the weight percentage of oxygen (WPO) in all samples were measured by using energy-dispersive X-ray (EDX) spectroscopy. The testing results indicate that the aging rates of the asphalt binder under both UV and UV/moisture/condensation are fast at the beginning and stabilize after a certain period. Experimental results were also modeled by two classic asphalt aging models, namely, the fast rate–constant rate (FRCR) and nonlinear differential dynamic (NDD) models. Although the NDD model exhibits acceptable agreement with the experimental results from both the UV aging and UV/moisture/condensation aging samples, the FRCR model fits the UV/moisture/condensation aging better and thus is recommended for future UV/moisture/condensation aging performance prediction. Additionally, although exposed under UV for the same time, the WPO in samples after UV/moisture/condensation aging were lower than those in samples after continuous UV aging. This indicates that condensation and moisture reduce the UV-induced photo-oxidative aging rate.
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      Accelerated Aging of Asphalt by UV Photo-Oxidation Considering Moisture and Condensation Effects

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    contributor authorHe Xin;Hochstein Daniel;Ge Qi;Ali Ayman W.;Chen Fangliang;Yin Huiming
    date accessioned2019-02-26T07:30:53Z
    date available2019-02-26T07:30:53Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002120.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247504
    description abstractTo understand the long-term performance degradation of asphalt, ultraviolet (UV) photo-oxidation has been used to accelerate the aging process. Three types of asphalt binders extracted from reclaimed asphalt pavements (RAPs) and one extracted from fresh hot-mix asphalt (HMA) were aged under continuous UV exposure and UV/moisture/condensation exposure. After accelerated aging tests, the weight percentage of oxygen (WPO) in all samples were measured by using energy-dispersive X-ray (EDX) spectroscopy. The testing results indicate that the aging rates of the asphalt binder under both UV and UV/moisture/condensation are fast at the beginning and stabilize after a certain period. Experimental results were also modeled by two classic asphalt aging models, namely, the fast rate–constant rate (FRCR) and nonlinear differential dynamic (NDD) models. Although the NDD model exhibits acceptable agreement with the experimental results from both the UV aging and UV/moisture/condensation aging samples, the FRCR model fits the UV/moisture/condensation aging better and thus is recommended for future UV/moisture/condensation aging performance prediction. Additionally, although exposed under UV for the same time, the WPO in samples after UV/moisture/condensation aging were lower than those in samples after continuous UV aging. This indicates that condensation and moisture reduce the UV-induced photo-oxidative aging rate.
    publisherAmerican Society of Civil Engineers
    titleAccelerated Aging of Asphalt by UV Photo-Oxidation Considering Moisture and Condensation Effects
    typeJournal Paper
    journal volume30
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002120
    page4017261
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 001
    contenttypeFulltext
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