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dc.contributor.authorQian Guo-ping
dc.contributor.authorLiu Hong-fu
dc.contributor.authorZheng Jian-Iong
dc.contributor.authorJiang Li-jun
dc.date.accessioned2017-05-08T22:05:09Z
dc.date.available2017-05-08T22:05:09Z
dc.date.copyrightJune 2013
dc.date.issued2013
dc.identifier.otherjhtrcq%2E0000308.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70876
dc.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
dc.publisherAmerican Society of Civil Engineers
dc.titleExperiment of Tension-compression Fatigue and Damage for Asphalt Mixtures
dc.typeJournal Paper
dc.journal.volume7
dc.journal.issue2
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000308
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 002
dc.contenttypeFulltext


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