Fracture characteristics of laboratory-tested soda lime glass specimens

被引:10
作者
Yankelevsky, David Z. [1 ,2 ]
Spiller, Kevin [2 ,3 ]
Packer, Jeffrey A. [2 ]
Seica, Michael V. [2 ,4 ]
机构
[1] Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
[2] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
[3] Grubb Engn, Suite 100 550 Laura Ave, Red Deer Cty, AB T4E 0A5, Canada
[4] Explora Secur Ltd, London SW6 2BW, England
基金
加拿大自然科学与工程研究理事会;
关键词
glass; four-point bending; standards; modeling; tensile strength; origin of fracture; laboratory testing; probabilistic distribution; brittle failure; critical flaw; FLAW-SIZE; WINDOW GLASS; STRENGTH; PREDICTION; MODEL;
D O I
10.1139/cjce-2016-0374
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:151 / 160
页数:10
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