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    Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    Author:
    Fatih Alemdar
    ,
    Regan Gangel
    ,
    Adolfo Matamoros
    ,
    Caroline Bennett
    ,
    Ron Barrett-Gonzalez
    ,
    Stan Rolfe
    ,
    Hao Liu
    DOI: 10.1061/(ASCE)CC.1943-5614.0000368
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) overlays have been successfully used in the aerospace industry to repair fatigue damage in aluminum plates. With this success there is potential for use of similar FRP overlays to repair fatigue damage in aging steel bridge structures. This study investigated the effectiveness of repairing fatigue damage in steel plate with adhesively bonded carbon fiber–reinforced polymer (CFRP) overlays. A total of 15 steel plate specimens with preexisting fatigue cracks were repaired with varying thicknesses of CFRP overlays to evaluate the effect of the ratio of axial stiffness of the composite to that of the underlying steel, the axial stiffness ratio (SR), on increased fatigue life and decreased applied stress. The results showed that increasing the axial stiffness ratio from 0 to 0.4 could increase the fatigue life by a factor of 10 for the most extreme conditions, and with an optimal axial stiffness ratio infinite fatigue life may be reached. Fatigue life of the steel specimens in this study was found to be dependent on both axial stiffness and applied stress range. Results from finite-element analyses validated the use of axial stiffness as a design parameter and correlated to the experimental results discussed.
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      Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57511
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    contributor authorFatih Alemdar
    contributor authorRegan Gangel
    contributor authorAdolfo Matamoros
    contributor authorCaroline Bennett
    contributor authorRon Barrett-Gonzalez
    contributor authorStan Rolfe
    contributor authorHao Liu
    date accessioned2017-05-08T21:36:46Z
    date available2017-05-08T21:36:46Z
    date copyrightAugust 2014
    date issued2014
    identifier other%28asce%29cc%2E1943-5614%2E0000372.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57511
    description abstractFiber-reinforced polymer (FRP) overlays have been successfully used in the aerospace industry to repair fatigue damage in aluminum plates. With this success there is potential for use of similar FRP overlays to repair fatigue damage in aging steel bridge structures. This study investigated the effectiveness of repairing fatigue damage in steel plate with adhesively bonded carbon fiber–reinforced polymer (CFRP) overlays. A total of 15 steel plate specimens with preexisting fatigue cracks were repaired with varying thicknesses of CFRP overlays to evaluate the effect of the ratio of axial stiffness of the composite to that of the underlying steel, the axial stiffness ratio (SR), on increased fatigue life and decreased applied stress. The results showed that increasing the axial stiffness ratio from 0 to 0.4 could increase the fatigue life by a factor of 10 for the most extreme conditions, and with an optimal axial stiffness ratio infinite fatigue life may be reached. Fatigue life of the steel specimens in this study was found to be dependent on both axial stiffness and applied stress range. Results from finite-element analyses validated the use of axial stiffness as a design parameter and correlated to the experimental results discussed.
    publisherAmerican Society of Civil Engineers
    titleUse of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading
    typeJournal Paper
    journal volume18
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000368
    treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    contenttypeFulltext
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