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    Mesh-Independent Fracture Modeling for Overlay Pavement System under Heavy Aircraft Gear Loadings

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 004
    Author:
    Hyunwook Kim
    ,
    William G. Buttlar
    ,
    Katie F. Chou
    DOI: 10.1061/(ASCE)TE.1943-5436.0000101
    Publisher: American Society of Civil Engineers
    Abstract: Flexible overlay systems often fail before reaching their design life due to the occurrence of reflective cracking caused by stress concentrations in the vicinity of joints and cracks in the underlying pavement. In this paper, a two-dimensional finite-element fracture model of a rehabilitated airfield overlay system subjected to mixed-mode loadings was developed to obtain accurate nonarbitrary critical fracture responses in asphalt overlays placed over rigid airfield pavements. A stress-intensity factor (SIF) and
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      Mesh-Independent Fracture Modeling for Overlay Pavement System under Heavy Aircraft Gear Loadings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69100
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorHyunwook Kim
    contributor authorWilliam G. Buttlar
    contributor authorKatie F. Chou
    date accessioned2017-05-08T22:01:38Z
    date available2017-05-08T22:01:38Z
    date copyrightApril 2010
    date issued2010
    identifier other%28asce%29te%2E1943-5436%2E0000150.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69100
    description abstractFlexible overlay systems often fail before reaching their design life due to the occurrence of reflective cracking caused by stress concentrations in the vicinity of joints and cracks in the underlying pavement. In this paper, a two-dimensional finite-element fracture model of a rehabilitated airfield overlay system subjected to mixed-mode loadings was developed to obtain accurate nonarbitrary critical fracture responses in asphalt overlays placed over rigid airfield pavements. A stress-intensity factor (SIF) and
    publisherAmerican Society of Civil Engineers
    titleMesh-Independent Fracture Modeling for Overlay Pavement System under Heavy Aircraft Gear Loadings
    typeJournal Paper
    journal volume136
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000101
    treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 004
    contenttypeFulltext
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