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    Concrete Fracture Process Zone Characterization with Fiber Optics

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 005
    Author:
    E. Denarié
    ,
    V. E. Saouma
    ,
    A. Iocco
    ,
    D. Varelas
    DOI: 10.1061/(ASCE)0733-9399(2001)127:5(494)
    Publisher: American Society of Civil Engineers
    Abstract: The characterization of the fracture process zone inside a cracked concrete specimen is investigated through optical fiber technology. Fiber Bragg gratings are used to measure the strains in the close vicinity of the crack front, thus enabling us (for the first time) to directly measure those deformations inside the concrete specimen. A detailed discussion of the experimental technique is first provided. Then, following the experimental measurements, test results are presented and discussed. Preliminary results indicate that there is a narrow zone on each side of the crack front with inelastic residual strains, and another where strains increase only in the presence of a neighboring crack tip. The width of the process zone is found to be about three times the maximum aggregate size.
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      Concrete Fracture Process Zone Characterization with Fiber Optics

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    https://yetl.yabesh.ir/yetl1/handle/yetl/85380
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    contributor authorE. Denarié
    contributor authorV. E. Saouma
    contributor authorA. Iocco
    contributor authorD. Varelas
    date accessioned2017-05-08T22:39:33Z
    date available2017-05-08T22:39:33Z
    date copyrightMay 2001
    date issued2001
    identifier other%28asce%290733-9399%282001%29127%3A5%28494%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85380
    description abstractThe characterization of the fracture process zone inside a cracked concrete specimen is investigated through optical fiber technology. Fiber Bragg gratings are used to measure the strains in the close vicinity of the crack front, thus enabling us (for the first time) to directly measure those deformations inside the concrete specimen. A detailed discussion of the experimental technique is first provided. Then, following the experimental measurements, test results are presented and discussed. Preliminary results indicate that there is a narrow zone on each side of the crack front with inelastic residual strains, and another where strains increase only in the presence of a neighboring crack tip. The width of the process zone is found to be about three times the maximum aggregate size.
    publisherAmerican Society of Civil Engineers
    titleConcrete Fracture Process Zone Characterization with Fiber Optics
    typeJournal Paper
    journal volume127
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2001)127:5(494)
    treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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