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    Composite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author:
    Hesham M. El-Emam
    ,
    Hani A. Salim
    ,
    Hossam El-Din M. Sallam
    DOI: 10.1061/(ASCE)CC.1943-5614.0000655
    Publisher: American Society of Civil Engineers
    Abstract: Bonding a composite patch to a cracked steel section is an efficient technique to reinforce cracked members or to delay fatigue crack growth in the structural elements. In this paper, a numerical study was performed to highlight the effect of bonded prestressed composite patches on the fracture parameters, such as crack tip opening displacement and the plastic zone. A three-dimensional finite element model of the double sided strengthened specimen is used to study the fracture behavior of an inclined edge crack under different combinations of modes I and II loading conditions. The influence of the pretension level, patch stiffness ratio, and fiber orientation on the crack tip opening displacement and plastic zone are also investigated. The introduction of a compressive stress by pretensioning of the composite patch prior to bonding produces a significant reduction in the crack tip opening displacement and plastic zone. This pretensioning reduces the crack tip driving force and subsequently reduces the fatigue crack growth rate, which increases the fatigue life of the structural member. Furthermore, the increase in the patch stiffness ratio reduces the amount of plastic zone and opening displacement at the crack tip. The effectiveness of the fiber orientation in the composite patch depends primarily on the loading directions and crack inclination angle.
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      Composite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82217
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    contributor authorHesham M. El-Emam
    contributor authorHani A. Salim
    contributor authorHossam El-Din M. Sallam
    date accessioned2017-05-08T22:32:14Z
    date available2017-05-08T22:32:14Z
    date copyrightAugust 2016
    date issued2016
    identifier other48862550.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82217
    description abstractBonding a composite patch to a cracked steel section is an efficient technique to reinforce cracked members or to delay fatigue crack growth in the structural elements. In this paper, a numerical study was performed to highlight the effect of bonded prestressed composite patches on the fracture parameters, such as crack tip opening displacement and the plastic zone. A three-dimensional finite element model of the double sided strengthened specimen is used to study the fracture behavior of an inclined edge crack under different combinations of modes I and II loading conditions. The influence of the pretension level, patch stiffness ratio, and fiber orientation on the crack tip opening displacement and plastic zone are also investigated. The introduction of a compressive stress by pretensioning of the composite patch prior to bonding produces a significant reduction in the crack tip opening displacement and plastic zone. This pretensioning reduces the crack tip driving force and subsequently reduces the fatigue crack growth rate, which increases the fatigue life of the structural member. Furthermore, the increase in the patch stiffness ratio reduces the amount of plastic zone and opening displacement at the crack tip. The effectiveness of the fiber orientation in the composite patch depends primarily on the loading directions and crack inclination angle.
    publisherAmerican Society of Civil Engineers
    titleComposite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks
    typeJournal Paper
    journal volume20
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000655
    treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    contenttypeFulltext
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