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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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