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    Basalt Fibers for Underwater Fatigue Repair of Steel Panels

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 011::page 04022184
    Author:
    Guillermo Riveros
    ,
    Emad M. Hassan
    ,
    Lauren Hudak
    ,
    Hussam Mahmoud
    DOI: 10.1061/(ASCE)ST.1943-541X.0003489
    Publisher: ASCE
    Abstract: Fatigue damage is a major threat to the safety and integrity of many steel structures. Steel hydraulic structures (SHS), in particular, experience fatigue loading during operation and are exposed to harsh environmental conditions that can further reduce fatigue life through mechanisms. The traditional inspection and repair process for SHS is time-consuming and leads to economic losses. Studies investigating the behavior and advantages of using bonded carbon fiber-reinforced polymer (CFRP) to repair fatigue cracks in SHS are lacking. The main objectives of this study are to increase the bonding of CFRP, investigate the effectiveness of different fiber-reinforced polymers, and test different retrofitting configurations for SHS. In this study, eight large-scale center-cracked panels were tested under constant amplitude mode I fatigue loading that utilized different surrounding environments, repair materials, and retrofitting configurations. Results indicated that the use of both CFRP and basalt fiber-reinforced polymer (BFRP) are both effective at extending fatigue life. Steel retrofitted with full patches of BFRP that cover the crack can have infinite fatigue life. The extent of fatigue life extension was still controlled by the quality of the fiber-reinforced polymers bond to steel; however, bond behavior was significantly improved in comparison to previous underwater applications.
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      Basalt Fibers for Underwater Fatigue Repair of Steel Panels

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4289402
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    • Journal of Structural Engineering

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    contributor authorGuillermo Riveros
    contributor authorEmad M. Hassan
    contributor authorLauren Hudak
    contributor authorHussam Mahmoud
    date accessioned2023-04-07T00:37:06Z
    date available2023-04-07T00:37:06Z
    date issued2022/11/01
    identifier other%28ASCE%29ST.1943-541X.0003489.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289402
    description abstractFatigue damage is a major threat to the safety and integrity of many steel structures. Steel hydraulic structures (SHS), in particular, experience fatigue loading during operation and are exposed to harsh environmental conditions that can further reduce fatigue life through mechanisms. The traditional inspection and repair process for SHS is time-consuming and leads to economic losses. Studies investigating the behavior and advantages of using bonded carbon fiber-reinforced polymer (CFRP) to repair fatigue cracks in SHS are lacking. The main objectives of this study are to increase the bonding of CFRP, investigate the effectiveness of different fiber-reinforced polymers, and test different retrofitting configurations for SHS. In this study, eight large-scale center-cracked panels were tested under constant amplitude mode I fatigue loading that utilized different surrounding environments, repair materials, and retrofitting configurations. Results indicated that the use of both CFRP and basalt fiber-reinforced polymer (BFRP) are both effective at extending fatigue life. Steel retrofitted with full patches of BFRP that cover the crack can have infinite fatigue life. The extent of fatigue life extension was still controlled by the quality of the fiber-reinforced polymers bond to steel; however, bond behavior was significantly improved in comparison to previous underwater applications.
    publisherASCE
    titleBasalt Fibers for Underwater Fatigue Repair of Steel Panels
    typeJournal Article
    journal volume148
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003489
    journal fristpage04022184
    journal lastpage04022184_14
    page14
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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