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    Performance of Laminated Glass Units under Simulated Windborne Debris Impacts

    Source: Journal of Architectural Engineering:;1996:;Volume ( 002 ):;issue: 003
    Author:
    Richard A. Behr
    ,
    Paul A. Kremer
    DOI: 10.1061/(ASCE)1076-0431(1996)2:3(95)
    Publisher: American Society of Civil Engineers
    Abstract: Severe windstorm events such as Hurricane Andrew in 1992 have underscored the vulnerability of building envelopes to breaching under the combined effects of windborne debris impacts and wind pressures. Damage to building interiors and disruption of building functions are exacerbated greatly when building envelopes are breached. When the inner glass ply in a laminated glass window unit is unbroken, the integrity of that part of the building envelope is preserved—provided that the inner glass ply has sufficient resistance to subsequent positive and negative wind pressures. In an effort to develop glazing systems that are resistant to breaching due to windborne debris impacts, laboratory studies have been conducted to investigate the resistance of various laminated glass units to inner glass ply fracture when subjected to simulated windborne debris impacts. Laboratory data indicate that increased interlayer thickness (i.e., the thickness of the polymeric layer between the glass plies in a laminated glass unit) reduces significantly the observed probability of inner glass ply fracture resulting from small windborne debris impacts.
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      Performance of Laminated Glass Units under Simulated Windborne Debris Impacts

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48492
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    • Journal of Architectural Engineering

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    contributor authorRichard A. Behr
    contributor authorPaul A. Kremer
    date accessioned2017-05-08T21:21:47Z
    date available2017-05-08T21:21:47Z
    date copyrightSeptember 1996
    date issued1996
    identifier other%28asce%291076-0431%281996%292%3A3%2895%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48492
    description abstractSevere windstorm events such as Hurricane Andrew in 1992 have underscored the vulnerability of building envelopes to breaching under the combined effects of windborne debris impacts and wind pressures. Damage to building interiors and disruption of building functions are exacerbated greatly when building envelopes are breached. When the inner glass ply in a laminated glass window unit is unbroken, the integrity of that part of the building envelope is preserved—provided that the inner glass ply has sufficient resistance to subsequent positive and negative wind pressures. In an effort to develop glazing systems that are resistant to breaching due to windborne debris impacts, laboratory studies have been conducted to investigate the resistance of various laminated glass units to inner glass ply fracture when subjected to simulated windborne debris impacts. Laboratory data indicate that increased interlayer thickness (i.e., the thickness of the polymeric layer between the glass plies in a laminated glass unit) reduces significantly the observed probability of inner glass ply fracture resulting from small windborne debris impacts.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Laminated Glass Units under Simulated Windborne Debris Impacts
    typeJournal Paper
    journal volume2
    journal issue3
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(1996)2:3(95)
    treeJournal of Architectural Engineering:;1996:;Volume ( 002 ):;issue: 003
    contenttypeFulltext
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