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    Research on the Anti-Cracking Performance of High Viscoelastic Tar Sands

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 001
    Author:
    Sun Ya-zhen;Guo Xue-nan;Wang Jin-chang;Sun Shun-xi
    DOI: 10.1061/JHTRCQ.0000604
    Publisher: American Society of Civil Engineers
    Abstract: The principle of fracture energy was put forward to evaluate the anti-cracking performance of high viscoelastic tar sands. To effectively reconstruct the anti-cracking performance of high viscoelastic tar sands, a semi-circular bending test was performed to measure the maximum load and fracture energy. The test results show that when the test temperature remains constant, the maximum failure load of the specimen increases along with loading rate, while the fracture energy of the specimen decreases along with increasing loading rate. Meanwhile, when the loading rate remains constant, the maximum failure load of the specimen decreases along with increasing temperature, while the fracture energy increases along with temperature. The test device is simple and cheap, while the test specimen is easy to manufacture. Therefore, the semi-circular bending test can be used as a standard method for testing the crack resistance design of asphalt mixture. A parameter sensitivity analysis is also conducted by using the ABAQUS finite element numerical simulation method. The experiment and numerical simulation results are compared to verify whether fracture energy can be used to evaluate the anti-cracking performance of high viscoelastic tar sands.
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      Research on the Anti-Cracking Performance of High Viscoelastic Tar Sands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248263
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    contributor authorSun Ya-zhen;Guo Xue-nan;Wang Jin-chang;Sun Shun-xi
    date accessioned2019-02-26T07:36:48Z
    date available2019-02-26T07:36:48Z
    date issued2018
    identifier otherJHTRCQ.0000604.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248263
    description abstractThe principle of fracture energy was put forward to evaluate the anti-cracking performance of high viscoelastic tar sands. To effectively reconstruct the anti-cracking performance of high viscoelastic tar sands, a semi-circular bending test was performed to measure the maximum load and fracture energy. The test results show that when the test temperature remains constant, the maximum failure load of the specimen increases along with loading rate, while the fracture energy of the specimen decreases along with increasing loading rate. Meanwhile, when the loading rate remains constant, the maximum failure load of the specimen decreases along with increasing temperature, while the fracture energy increases along with temperature. The test device is simple and cheap, while the test specimen is easy to manufacture. Therefore, the semi-circular bending test can be used as a standard method for testing the crack resistance design of asphalt mixture. A parameter sensitivity analysis is also conducted by using the ABAQUS finite element numerical simulation method. The experiment and numerical simulation results are compared to verify whether fracture energy can be used to evaluate the anti-cracking performance of high viscoelastic tar sands.
    publisherAmerican Society of Civil Engineers
    titleResearch on the Anti-Cracking Performance of High Viscoelastic Tar Sands
    typeJournal Paper
    journal volume12
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000604
    page7
    treeJournal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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