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    Damage/Deterioration Detection for Steel Structures Using Distributed Fiber Optic Strain Sensors

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 012
    Author:
    Neil A.
    ,
    Hoult
    ,
    Omurden
    ,
    Ekim
    ,
    Ryan
    ,
    Regier
    DOI: 10.1061/(ASCE)EM.1943-7889.0000812
    Publisher: American Society of Civil Engineers
    Abstract: Distributed fiber optic sensors have the potential to be used to detect three critical deterioration mechanisms in steel structures: (1) fatigue cracking, (2) localized damage or deterioration, and (3) distributed damage or deterioration, such as corrosion. This study investigated the strain and spatial resolution of distributed fiber optic sensors and explored the potential benefits and challenges of using distributed fiber optic strain sensors for damage/deterioration detection. The experimental program consisted of a series of axial tension tests performed on steel plate specimens with three types of simulated damage/deterioration: cracking, local cross section reduction, and distributed cross section reduction. The results indicate that similar accuracy to strain gauges can be achieved and distributed fiber optic strain sensors can provide much more detailed information about specimen behavior. The results of a finite-element analysis for each specimen were compared with the experimental measurements. There was good correlation between the two if the boundary conditions were modeled properly. However, care must be taken when selecting the sensing fiber to be used and when interpreting the results.
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      Damage/Deterioration Detection for Steel Structures Using Distributed Fiber Optic Strain Sensors

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/71237
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    • Journal of Engineering Mechanics

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    contributor authorNeil A.
    contributor authorHoult
    contributor authorOmurden
    contributor authorEkim
    contributor authorRyan
    contributor authorRegier
    date accessioned2017-05-08T22:05:50Z
    date available2017-05-08T22:05:50Z
    date copyrightDecember 2014
    date issued2014
    identifier other25524729.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71237
    description abstractDistributed fiber optic sensors have the potential to be used to detect three critical deterioration mechanisms in steel structures: (1) fatigue cracking, (2) localized damage or deterioration, and (3) distributed damage or deterioration, such as corrosion. This study investigated the strain and spatial resolution of distributed fiber optic sensors and explored the potential benefits and challenges of using distributed fiber optic strain sensors for damage/deterioration detection. The experimental program consisted of a series of axial tension tests performed on steel plate specimens with three types of simulated damage/deterioration: cracking, local cross section reduction, and distributed cross section reduction. The results indicate that similar accuracy to strain gauges can be achieved and distributed fiber optic strain sensors can provide much more detailed information about specimen behavior. The results of a finite-element analysis for each specimen were compared with the experimental measurements. There was good correlation between the two if the boundary conditions were modeled properly. However, care must be taken when selecting the sensing fiber to be used and when interpreting the results.
    publisherAmerican Society of Civil Engineers
    titleDamage/Deterioration Detection for Steel Structures Using Distributed Fiber Optic Strain Sensors
    typeJournal Paper
    journal volume140
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000812
    treeJournal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 012
    contenttypeFulltext
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