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    Glass Failure Prediction Model

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    W. Lynn Beason
    ,
    James R. Morgan
    DOI: 10.1061/(ASCE)0733-9445(1984)110:2(197)
    Publisher: American Society of Civil Engineers
    Abstract: There are significant differences in glass strength information presented by major United States glass manufacturers. These differences have caused considerable confusion among glass designers. The differences are the result of different simplifying assumptions in formulation of the respective glass design procedures. Presented in this paper is a glass failure prediction model which relates the probability of failure of glass to surface flaw characteristics and induced stresses. This is accomplished by combining a statistical failure theory for brittle materials with results of a geometrically nonlinear plate analysis. The model is formulated to include all factors which are known to significantly affect the strength of glass, such as load duration, surface area, etc. As such the model provides a basis for resolving current conflicts in the glass design process.
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      Glass Failure Prediction Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/29197
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    contributor authorW. Lynn Beason
    contributor authorJames R. Morgan
    date accessioned2017-05-08T20:51:01Z
    date available2017-05-08T20:51:01Z
    date copyrightFebruary 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A2%28197%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29197
    description abstractThere are significant differences in glass strength information presented by major United States glass manufacturers. These differences have caused considerable confusion among glass designers. The differences are the result of different simplifying assumptions in formulation of the respective glass design procedures. Presented in this paper is a glass failure prediction model which relates the probability of failure of glass to surface flaw characteristics and induced stresses. This is accomplished by combining a statistical failure theory for brittle materials with results of a geometrically nonlinear plate analysis. The model is formulated to include all factors which are known to significantly affect the strength of glass, such as load duration, surface area, etc. As such the model provides a basis for resolving current conflicts in the glass design process.
    publisherAmerican Society of Civil Engineers
    titleGlass Failure Prediction Model
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:2(197)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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