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    Developing Rules of Adhesive Properties and Mechanism of Ballastless-Track Sealants in Shear-Fatigue Loading

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author:
    Hengxiao Xue
    ,
    Yiqiu Tan
    ,
    Aimin Sha
    DOI: 10.1061/(ASCE)MT.1943-5533.0003395
    Publisher: ASCE
    Abstract: There is no method for evaluating the shear-fatigue resistance of sealants installed in the supporting layer of ballastless track, and the degradation mechanism of sealants under shear-fatigue loading has not been studied systemically. This study develops a shear-fatigue loading test method, and the adhesive properties of sealants are researched during shear-fatigue loading. The functional-group character at the failure interface is analyzed using infrared spectroscopy, and then the correlation between macromechanical behavior and the micromechanism is discussed. Results show that both maximum loads and failure displacements have a downward fluctuating trend during shear-fatigue loading, and sealants with lower hard-phase content present better shear-fatigue resistance. No new chemical bond forms in sealants, but more soft phases fuse into hard phases, which decreases the microphase separation degree of sealants. The developing rules for the hydrogen bonding index identify a trend similar to that of the mechanical behavior of sealants caused by the orientation of amorphous phases. The hydrogen bonding index degradation of higher R value sealants is deemed more significant, which agrees well with the results of the direct tension test.
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      Developing Rules of Adhesive Properties and Mechanism of Ballastless-Track Sealants in Shear-Fatigue Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4267331
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    • Journal of Materials in Civil Engineering

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    contributor authorHengxiao Xue
    contributor authorYiqiu Tan
    contributor authorAimin Sha
    date accessioned2022-01-30T20:54:33Z
    date available2022-01-30T20:54:33Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003395.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267331
    description abstractThere is no method for evaluating the shear-fatigue resistance of sealants installed in the supporting layer of ballastless track, and the degradation mechanism of sealants under shear-fatigue loading has not been studied systemically. This study develops a shear-fatigue loading test method, and the adhesive properties of sealants are researched during shear-fatigue loading. The functional-group character at the failure interface is analyzed using infrared spectroscopy, and then the correlation between macromechanical behavior and the micromechanism is discussed. Results show that both maximum loads and failure displacements have a downward fluctuating trend during shear-fatigue loading, and sealants with lower hard-phase content present better shear-fatigue resistance. No new chemical bond forms in sealants, but more soft phases fuse into hard phases, which decreases the microphase separation degree of sealants. The developing rules for the hydrogen bonding index identify a trend similar to that of the mechanical behavior of sealants caused by the orientation of amorphous phases. The hydrogen bonding index degradation of higher R value sealants is deemed more significant, which agrees well with the results of the direct tension test.
    publisherASCE
    titleDeveloping Rules of Adhesive Properties and Mechanism of Ballastless-Track Sealants in Shear-Fatigue Loading
    typeJournal Paper
    journal volume32
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003395
    page6
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    contenttypeFulltext
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