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    Illinois Flexibility Index Test: Effect of Specimen Geometry and Test Configuration on the Asphalt Concrete Damage Zone

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001::page 04020085
    Author:
    Jose Rivera-Pérez
    ,
    Hasan Ozer
    ,
    John Lambros
    ,
    Imad L. Al-Qadi
    DOI: 10.1061/JPEODX.0000243
    Publisher: ASCE
    Abstract: The Illinois Flexibility Index Test (I-FIT) was developed as a standard test to predict the cracking potential of asphalt concrete (AC) materials. The test geometry is a semicircle with a precut notch. The effect of parameters on crack initiation and propagation was investigated. The parameters studied included the specimen’s thickness, air void content, notch length, and loading rate. The energy accumulation and dissipation in the damage region surrounding the notch were evaluated. A high-resolution camera was used to allow digital image correlation measurements of the strain and displacement fields of the specimen surface to provide an estimate of the fracture process zone (eFPZ). It was found that the thicker the specimen, the smaller the eFPZ area was. Similarly, the apparent size of the eFPZ increased as the air void content increased. The notch length should be maintained at 15 mm to avoid the overlap of the compressive and tensile strain regions under the loading head. As to loading rate, a slow loading rate should be avoided at intermediate temperature to allow a better control of the viscous and plastic deformations.
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      Illinois Flexibility Index Test: Effect of Specimen Geometry and Test Configuration on the Asphalt Concrete Damage Zone

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4269651
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    • Journal of Transportation Engineering, Part B: Pavements

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    contributor authorJose Rivera-Pérez
    contributor authorHasan Ozer
    contributor authorJohn Lambros
    contributor authorImad L. Al-Qadi
    date accessioned2022-01-30T22:48:30Z
    date available2022-01-30T22:48:30Z
    date issued3/1/2021
    identifier otherJPEODX.0000243.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269651
    description abstractThe Illinois Flexibility Index Test (I-FIT) was developed as a standard test to predict the cracking potential of asphalt concrete (AC) materials. The test geometry is a semicircle with a precut notch. The effect of parameters on crack initiation and propagation was investigated. The parameters studied included the specimen’s thickness, air void content, notch length, and loading rate. The energy accumulation and dissipation in the damage region surrounding the notch were evaluated. A high-resolution camera was used to allow digital image correlation measurements of the strain and displacement fields of the specimen surface to provide an estimate of the fracture process zone (eFPZ). It was found that the thicker the specimen, the smaller the eFPZ area was. Similarly, the apparent size of the eFPZ increased as the air void content increased. The notch length should be maintained at 15 mm to avoid the overlap of the compressive and tensile strain regions under the loading head. As to loading rate, a slow loading rate should be avoided at intermediate temperature to allow a better control of the viscous and plastic deformations.
    publisherASCE
    titleIllinois Flexibility Index Test: Effect of Specimen Geometry and Test Configuration on the Asphalt Concrete Damage Zone
    typeJournal Paper
    journal volume147
    journal issue1
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000243
    journal fristpage04020085
    journal lastpage04020085-14
    page14
    treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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