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    Fire Performance of Water-Cooled GFRP Columns. I: Fire Endurance Investigation

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
    Author:
    Yu Bai
    ,
    Erich Hugi
    ,
    Carsten Ludwig
    ,
    Thomas Keller
    DOI: 10.1061/(ASCE)CC.1943-5614.0000160
    Publisher: American Society of Civil Engineers
    Abstract: Structural fire endurance experiments were conducted on full-scale cellular glass fiber-reinforced (GFRP) columns under axial compression and subjected to ISO834 fire exposure from one side. Unprotected columns can resist fire for more than 30 min, which is sufficient for occupants to be evacuated from smaller buildings. The closed cellular cross-section prevented the rapid heating of the webs, which could therefore continue stabilizing the face sheet on the cold side against buckling. Water cooling was proven to offer an effective active fire-protection system. The structural function of the column could be maintained for two hours. Previously developed models were capable of accurately predicting the time-dependent temperature responses, modulus degradation, and time to failure.
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      Fire Performance of Water-Cooled GFRP Columns. I: Fire Endurance Investigation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57281
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    contributor authorYu Bai
    contributor authorErich Hugi
    contributor authorCarsten Ludwig
    contributor authorThomas Keller
    date accessioned2017-05-08T21:36:17Z
    date available2017-05-08T21:36:17Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29cc%2E1943-5614%2E0000163.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57281
    description abstractStructural fire endurance experiments were conducted on full-scale cellular glass fiber-reinforced (GFRP) columns under axial compression and subjected to ISO834 fire exposure from one side. Unprotected columns can resist fire for more than 30 min, which is sufficient for occupants to be evacuated from smaller buildings. The closed cellular cross-section prevented the rapid heating of the webs, which could therefore continue stabilizing the face sheet on the cold side against buckling. Water cooling was proven to offer an effective active fire-protection system. The structural function of the column could be maintained for two hours. Previously developed models were capable of accurately predicting the time-dependent temperature responses, modulus degradation, and time to failure.
    publisherAmerican Society of Civil Engineers
    titleFire Performance of Water-Cooled GFRP Columns. I: Fire Endurance Investigation
    typeJournal Paper
    journal volume15
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000160
    treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
    contenttypeFulltext
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