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    Load Duration and Interlayer Thickness Effects on Laminated Glass

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author:
    Richard A. Behr
    ,
    Joseph E. Minor
    ,
    Magnus P. Linden
    DOI: 10.1061/(ASCE)0733-9445(1986)112:6(1441)
    Publisher: American Society of Civil Engineers
    Abstract: As part of an ongoing laminated glass research program at the Glass Research and Testing Laboratory at Texas Tech University, full‐scale laminated glass laboratory specimens were tested under uniform lateral loads and simply supported boundary conditions. Effects due to varying interlayer thicknesses and long‐duration (one hour) loads were observed. Interlayer thickness effects on laminated glass unit structural response were not observed to be large. Interlayer thickness effects on corner stresses were less than 10%, while center deflections were separated by less than 4%. During long‐duration tests, lateral pressures of 0.2 psi (1.4 kPa) were applied to
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      Load Duration and Interlayer Thickness Effects on Laminated Glass

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29813
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    contributor authorRichard A. Behr
    contributor authorJoseph E. Minor
    contributor authorMagnus P. Linden
    date accessioned2017-05-08T20:52:04Z
    date available2017-05-08T20:52:04Z
    date copyrightJune 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A6%281441%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29813
    description abstractAs part of an ongoing laminated glass research program at the Glass Research and Testing Laboratory at Texas Tech University, full‐scale laminated glass laboratory specimens were tested under uniform lateral loads and simply supported boundary conditions. Effects due to varying interlayer thicknesses and long‐duration (one hour) loads were observed. Interlayer thickness effects on laminated glass unit structural response were not observed to be large. Interlayer thickness effects on corner stresses were less than 10%, while center deflections were separated by less than 4%. During long‐duration tests, lateral pressures of 0.2 psi (1.4 kPa) were applied to
    publisherAmerican Society of Civil Engineers
    titleLoad Duration and Interlayer Thickness Effects on Laminated Glass
    typeJournal Paper
    journal volume112
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:6(1441)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 006
    contenttypeFulltext
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