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    Strain Transfer Coefficient Analyses for Embedded Fiber Bragg Grating Sensors in Different Host Materials

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    Author:
    Hong-Nan Li
    ,
    Guang-Dong Zhou
    ,
    Liang Ren
    ,
    Dong-Sheng Li
    DOI: 10.1061/(ASCE)0733-9399(2009)135:12(1343)
    Publisher: American Society of Civil Engineers
    Abstract: Fiber Bragg grating (FBG) sensors have attracted a considerable amount of interest for their superior characteristics. However, the FBG sensors made on bare fibers are easily damaged. For their safe use in engineering, the glass core of optical fibers is coated with softer low modulus protective coatings. A portion of the host material strain is absorbed by the protective coatings when the strain transfers from the host material to the fiber core, and hence only a segment of structural strain is sensed. By introducing the shear modulus of the host material, a novel analytical model is developed for evaluating the sensing strain of the embedded FBG sensors in composite structures based on the strain in a host material. The average strain transfer ratio is deduced to describe the percentage transferred to the optical fiber core from the host material. It is concluded that the shear modulus of the host material influences strain transmission, especially when it is much lower than the modulus of the fiber core. Then, the strain transfer ratio of an optical fiber sensor embedded in a multilayered structure is developed in a similar way. The factors that affect the efficiency of strain transfer on the optical fiber sensor are deduced and discussed in detail based on the theoretical analysis. Finally, the theoretical results are verified through laboratory experimentation with the FBG sensors.
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      Strain Transfer Coefficient Analyses for Embedded Fiber Bragg Grating Sensors in Different Host Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86631
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    contributor authorHong-Nan Li
    contributor authorGuang-Dong Zhou
    contributor authorLiang Ren
    contributor authorDong-Sheng Li
    date accessioned2017-05-08T22:41:29Z
    date available2017-05-08T22:41:29Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%290733-9399%282009%29135%3A12%281343%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86631
    description abstractFiber Bragg grating (FBG) sensors have attracted a considerable amount of interest for their superior characteristics. However, the FBG sensors made on bare fibers are easily damaged. For their safe use in engineering, the glass core of optical fibers is coated with softer low modulus protective coatings. A portion of the host material strain is absorbed by the protective coatings when the strain transfers from the host material to the fiber core, and hence only a segment of structural strain is sensed. By introducing the shear modulus of the host material, a novel analytical model is developed for evaluating the sensing strain of the embedded FBG sensors in composite structures based on the strain in a host material. The average strain transfer ratio is deduced to describe the percentage transferred to the optical fiber core from the host material. It is concluded that the shear modulus of the host material influences strain transmission, especially when it is much lower than the modulus of the fiber core. Then, the strain transfer ratio of an optical fiber sensor embedded in a multilayered structure is developed in a similar way. The factors that affect the efficiency of strain transfer on the optical fiber sensor are deduced and discussed in detail based on the theoretical analysis. Finally, the theoretical results are verified through laboratory experimentation with the FBG sensors.
    publisherAmerican Society of Civil Engineers
    titleStrain Transfer Coefficient Analyses for Embedded Fiber Bragg Grating Sensors in Different Host Materials
    typeJournal Paper
    journal volume135
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2009)135:12(1343)
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    contenttypeFulltext
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