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    Impact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept

    Source: Journal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 001
    Author:
    Nathan D. Kaiser
    ,
    Richard A. Behr
    ,
    Joseph E. Minor
    ,
    Lokeswarappa R. Dharani
    ,
    Fangsheng Ji
    ,
    Paul A. Kremer
    DOI: 10.1061/(ASCE)1076-0431(2000)6:1(24)
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results of low velocity, small steel ball impact tests on laminated architectural glass units are presented. These tests are part of an ongoing effort to develop a design method for laminated architectural glass units to resist windborne debris from sources such as roof gravel, as required in several current and proposed U.S. building codes and standards. A design concept known as “sacrificial ply” permits the exterior-facing, outer glass ply of a laminated glass unit to fracture during windborne debris impacts, but prevents fracture of the inner glass ply. This concept also depends on an inner glass ply designed to resist lateral wind pressures for the remainder of the windstorm so that the integrity of the building envelope is preserved. In these experiments, inner and outer glass ply thicknesses and polyvinyl butyral interlayer thickness were varied to determine their effects on the impact resistance of the
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      Impact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48592
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    • Journal of Architectural Engineering

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    contributor authorNathan D. Kaiser
    contributor authorRichard A. Behr
    contributor authorJoseph E. Minor
    contributor authorLokeswarappa R. Dharani
    contributor authorFangsheng Ji
    contributor authorPaul A. Kremer
    date accessioned2017-05-08T21:21:55Z
    date available2017-05-08T21:21:55Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%291076-0431%282000%296%3A1%2824%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48592
    description abstractExperimental results of low velocity, small steel ball impact tests on laminated architectural glass units are presented. These tests are part of an ongoing effort to develop a design method for laminated architectural glass units to resist windborne debris from sources such as roof gravel, as required in several current and proposed U.S. building codes and standards. A design concept known as “sacrificial ply” permits the exterior-facing, outer glass ply of a laminated glass unit to fracture during windborne debris impacts, but prevents fracture of the inner glass ply. This concept also depends on an inner glass ply designed to resist lateral wind pressures for the remainder of the windstorm so that the integrity of the building envelope is preserved. In these experiments, inner and outer glass ply thicknesses and polyvinyl butyral interlayer thickness were varied to determine their effects on the impact resistance of the
    publisherAmerican Society of Civil Engineers
    titleImpact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept
    typeJournal Paper
    journal volume6
    journal issue1
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(2000)6:1(24)
    treeJournal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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