Conclusions
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1.
In determining the calculated characteristics of constructional glass the Weibull distribution law must be used for the theoretical distribution.
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2.
On the basis of the Weibull distribution law the lowest statistically probable value of strength for different types of constructional glass with a confidence of ω=0.997 was obtained.
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Additional information
The All-Union State Scientific-Research Institute for the Agricultural Industry, Orel. Translated from Problemy Prochnosti, No. 2, pp. 32–35, February, 1975.
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Furman, V.G., Troshin, V.F. Some rules for the distribution of the strength of constructional glass. Strength Mater 7, 160–163 (1975). https://doi.org/10.1007/BF01522139
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DOI: https://doi.org/10.1007/BF01522139