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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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