Fracture characteristics of laboratory-tested soda lime glass specimens

Author:

Yankelevsky David Z.12,Spiller Kevin23,Packer Jeffrey A.2,Seica Michael V.4

Affiliation:

1. Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel.

2. Department of Civil Engineering, University of Toronto, Toronto, ON M5S 1A4, Canada.

3. Grubb Engineering, Suite 100 - 550 Laura Ave., Red Deer County, Alberta T4E 0A5.

4. Explora Security Ltd., London SW6 2BW, U.K.; Department of Civil Engineering, University of Toronto, Toronto, ON M5S 1A4, Canada.

Abstract

Static testing of glass plates has shown a pronounced distribution in the plate strength. The origin of fracture location along the plate span, the corresponding critical tensile stress, and the size of the critical flaw at the origin of fracture are failure characteristics of major importance. This paper provides data and insight into parameters influencing these failure characteristics through laboratory testing and analysis of soda lime glass, to find a rationale behind the observed disorder of their magnitudes and distributions. A recent stochastic model for glass plate analysis is implemented to predict the magnitudes and distributions of the failure characteristics, and to compare these with laboratory tests. The model provides good predictions of the distributions and magnitudes of the failure characteristics and sheds light on glass plate behaviour. It demonstrates that there are mechanics-based explanations to the wide scatter of experimental results and to the apparent disorder in glass behaviour.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference19 articles.

1. ASTM C158-02. 2012. Standard test methods for strength of glass by flexure (Determination of modulus of rupture). American Society for Testing and Materials, West Conshohocken, PA.

2. Beason, W.A. 1980. Failure prediction model for window glass. PhD thesis, Texas Tech University, Lubbock, TX.

3. Glass Failure Prediction Model

4. Brown, W.G. 1972. A load duration theory for glass design. National Research Council of Canada, Division of Building Research, Ottawa, ON.

5. The strength and testing of window glass

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