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    Failure Strengths of Laminated Glass

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author:
    Joseph E. Minor
    ,
    Patrick L. Reznik
    DOI: 10.1061/(ASCE)0733-9445(1990)116:4(1030)
    Publisher: American Society of Civil Engineers
    Abstract: Laminated glass used in architectural glazing comprises two layers of glass connected by a thin interlayer of polyvinyl butyral. Previously reported nondestructive experimental stress analyses offer evidence that laminated glass behaves like monolithic glass of the same nominal thickness except when temperatures are high. This evidence has been augmented to include failure behavior by destructive tests of a large number of laminated‐glass specimens. Test results reveal that failure strengths of annealed laminated‐glass specimens are equal to failure strengths of annealed monolithic glass specimens of the same nominal thickness at room temperature, and decrease to about 75% of monolithic‐glass strength at 170° F (77° C). Further, heat strengthened and fully tempered laminated‐glass specimens exhibit failure strengths that are approximately three and five times, respectively, the strengths of annealed monolithic‐glass specimens of the same nominal thickness, suggesting monolithic behavior of these types of laminated glass, as well.
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      Failure Strengths of Laminated Glass

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    contributor authorJoseph E. Minor
    contributor authorPatrick L. Reznik
    date accessioned2017-05-08T20:53:43Z
    date available2017-05-08T20:53:43Z
    date copyrightApril 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A4%281030%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30819
    description abstractLaminated glass used in architectural glazing comprises two layers of glass connected by a thin interlayer of polyvinyl butyral. Previously reported nondestructive experimental stress analyses offer evidence that laminated glass behaves like monolithic glass of the same nominal thickness except when temperatures are high. This evidence has been augmented to include failure behavior by destructive tests of a large number of laminated‐glass specimens. Test results reveal that failure strengths of annealed laminated‐glass specimens are equal to failure strengths of annealed monolithic glass specimens of the same nominal thickness at room temperature, and decrease to about 75% of monolithic‐glass strength at 170° F (77° C). Further, heat strengthened and fully tempered laminated‐glass specimens exhibit failure strengths that are approximately three and five times, respectively, the strengths of annealed monolithic‐glass specimens of the same nominal thickness, suggesting monolithic behavior of these types of laminated glass, as well.
    publisherAmerican Society of Civil Engineers
    titleFailure Strengths of Laminated Glass
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:4(1030)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    contenttypeFulltext
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