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    New Damage Parameter for Fatigue Analysis of Asphalt Binders in Linear Amplitude Sweep Test

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author:
    Nikhil Saboo
    DOI: 10.1061/(ASCE)MT.1943-5533.0003225
    Publisher: ASCE
    Abstract: The fatigue resistance of two conventional and two polymer modified binders using a new definition of failure in the linear amplitude sweep (LAS) test was assessed in this study. Viscoelastic continuum damage (VECD) theory was used to determine the relationship between number of cycles to failure (Nf) and strain level (γ). Experimental investigation at 10°C, 20°C, and 30°C was conducted on the asphalt binders to validate the proposed theory and compare it with the analysis used in the conventional LAS test. The ratio (R) of difference in pseudo stress–strain and true stress–strain area to the area of pseudo stress–strain curve is proposed as a quantifiable parameter of damage. The new definition of failure was found to offer better correlation between damage and the stored potential energy compared with the LAS test. The results evidently justify the applicability of the new damage parameter, which can be used easily with the conventional LAS test protocol.
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      New Damage Parameter for Fatigue Analysis of Asphalt Binders in Linear Amplitude Sweep Test

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266349
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    contributor authorNikhil Saboo
    date accessioned2022-01-30T20:00:14Z
    date available2022-01-30T20:00:14Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003225.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266349
    description abstractThe fatigue resistance of two conventional and two polymer modified binders using a new definition of failure in the linear amplitude sweep (LAS) test was assessed in this study. Viscoelastic continuum damage (VECD) theory was used to determine the relationship between number of cycles to failure (Nf) and strain level (γ). Experimental investigation at 10°C, 20°C, and 30°C was conducted on the asphalt binders to validate the proposed theory and compare it with the analysis used in the conventional LAS test. The ratio (R) of difference in pseudo stress–strain and true stress–strain area to the area of pseudo stress–strain curve is proposed as a quantifiable parameter of damage. The new definition of failure was found to offer better correlation between damage and the stored potential energy compared with the LAS test. The results evidently justify the applicability of the new damage parameter, which can be used easily with the conventional LAS test protocol.
    publisherASCE
    titleNew Damage Parameter for Fatigue Analysis of Asphalt Binders in Linear Amplitude Sweep Test
    typeJournal Paper
    journal volume32
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003225
    page04020126
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    contenttypeFulltext
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