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    Experiment of Tension-compression Fatigue and Damage for Asphalt Mixtures

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 002
    Author:
    Qian Guo-ping
    ,
    Liu Hong-fu
    ,
    Zheng Jian-Iong
    ,
    Jiang Li-jun
    DOI: 10.1061/JHTRCQ.0000308
    Publisher: American Society of Civil Engineers
    Abstract: A tension-compression beam fatigue test under continuous sine wave alternating loading for AC-13 was conducted to understand fatigue damage characteristics of an actual asphalt pavement structure under tension and compression stresses. Tension-compression fatigue damage characteristics of asphalt mixtures were investigated using phenomenology based on basic theory of damage mechanics. Tension-compression fatigue test method and influencing factors were introduced; and tension-compression fatigue equation was established via fatigue test results. A tension-compression fatigue damage model was developed based on the damage variable defined by elastic modulus. Damage parameters were determined by fitting fatigue test data. Tension-compression fatigue damage evolution equation regarding stress level was constructed. Results show the following. (1) Fatigue damage parameters
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      Experiment of Tension-compression Fatigue and Damage for Asphalt Mixtures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70876
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    contributor authorQian Guo-ping
    contributor authorLiu Hong-fu
    contributor authorZheng Jian-Iong
    contributor authorJiang Li-jun
    date accessioned2017-05-08T22:05:09Z
    date available2017-05-08T22:05:09Z
    date copyrightJune 2013
    date issued2013
    identifier otherjhtrcq%2E0000308.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70876
    description abstractA tension-compression beam fatigue test under continuous sine wave alternating loading for AC-13 was conducted to understand fatigue damage characteristics of an actual asphalt pavement structure under tension and compression stresses. Tension-compression fatigue damage characteristics of asphalt mixtures were investigated using phenomenology based on basic theory of damage mechanics. Tension-compression fatigue test method and influencing factors were introduced; and tension-compression fatigue equation was established via fatigue test results. A tension-compression fatigue damage model was developed based on the damage variable defined by elastic modulus. Damage parameters were determined by fitting fatigue test data. Tension-compression fatigue damage evolution equation regarding stress level was constructed. Results show the following. (1) Fatigue damage parameters
    publisherAmerican Society of Civil Engineers
    titleExperiment of Tension-compression Fatigue and Damage for Asphalt Mixtures
    typeJournal Paper
    journal volume7
    journal issue2
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000308
    treeJournal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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