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    Experimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author:
    Yi Bao
    ,
    Yizheng Chen
    ,
    Matthew S. Hoehler
    ,
    Christopher M. Smith
    ,
    Matthew Bundy
    ,
    Genda Chen
    DOI: 10.1061/(ASCE)ST.1943-541X.0001617
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents high temperature measurements using a Brillouin scattering-based fiber optic sensor and the application of the measured temperatures and building code recommended material parameters into enhanced thermomechanical analysis of simply supported steel beams subjected to combined thermal and mechanical loading. The distributed temperature sensor captures detailed, nonuniform temperature distributions that are compared locally with thermocouple measurements with less than 4.7% average difference at 95% confidence level. The simulated strains and deflections are validated using measurements from a second distributed fiber optic (strain) sensor and two linear potentiometers, respectively. The results demonstrate that the temperature-dependent material properties specified in the four investigated building codes lead to strain predictions with less than 13% average error at 95% confidence level and that the Europe building code provided the best predictions. However, the implicit consideration of creep in Europe is insufficient when the beam temperature exceeds 800°C.
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      Experimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4237146
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    • Journal of Structural Engineering

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    contributor authorYi Bao
    contributor authorYizheng Chen
    contributor authorMatthew S. Hoehler
    contributor authorChristopher M. Smith
    contributor authorMatthew Bundy
    contributor authorGenda Chen
    date accessioned2017-12-16T08:59:25Z
    date available2017-12-16T08:59:25Z
    date issued2017
    identifier other%28ASCE%29ST.1943-541X.0001617.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237146
    description abstractThis paper presents high temperature measurements using a Brillouin scattering-based fiber optic sensor and the application of the measured temperatures and building code recommended material parameters into enhanced thermomechanical analysis of simply supported steel beams subjected to combined thermal and mechanical loading. The distributed temperature sensor captures detailed, nonuniform temperature distributions that are compared locally with thermocouple measurements with less than 4.7% average difference at 95% confidence level. The simulated strains and deflections are validated using measurements from a second distributed fiber optic (strain) sensor and two linear potentiometers, respectively. The results demonstrate that the temperature-dependent material properties specified in the four investigated building codes lead to strain predictions with less than 13% average error at 95% confidence level and that the Europe building code provided the best predictions. However, the implicit consideration of creep in Europe is insufficient when the beam temperature exceeds 800°C.
    publisherAmerican Society of Civil Engineers
    titleExperimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data
    typeJournal Paper
    journal volume143
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001617
    treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001
    contenttypeFulltext
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