Abstract

Experimental strength tests are performed on two series of nominally equal plate specimens of annealed soda-lime glass subjected to either ring-on-ring or ball-on-ring bending. The Weibull effective area which represents a fictitious surface area exposed to uniform tension is calculated using closed-form solutions. Finite-size weakest-link systems are implemented numerically in a computationally intensive procedure for random sampling of plates extracted from a virtual jumbo pane whose surface area contains a set of stochastic Griffith flaws. A non-linear finite element analysis is conducted to compute the bending stresses. The glass surface condition is represented in different flaw-size concepts that depend on a truncated exponentially decaying flaw-size distribution. Stress corrosion effects are modelled by implementation of subcritical crack growth. The effective ball contacting radius is determined in a numerical computation. The results show that surface size effects in glass are not only a matter of strength-scaling, as also the shape of the distribution changes. While the lowest strength value, as per the major in-plane principal stress at the recorded fracture origin, in the respective data sets is very similar, the strongest specimen observed in ball-on-ring testing is over 70% stronger than the correspondingly strongest specimen observed in ring-on-ring bending. The Shift function is used to make visual comparisons of the difference in quantiles in the observed data sets. Use of an ordinary Weibull distribution leads to non-conservative strength predictions on smaller effective areas, and to too low strength predictions than are viable for glass design on larger areas. The numerical implementation of finite-size weakest-link systems can produce better predictions for the strength-scaling compared to a Weibull distribution, in particular when the flaw-size concept is modified to include a doubly stochastic flaw-size distribution or a random noise added to each subdivided region of the discretized surface area. The simulated ball-on-ring fracture origins exhibit greater spread from the centre point than otherwise observed in laboratory tests. It is indicated that the chosen representation of surface condition may not be accurate enough for the modelling of all fracture origins in the ball-on-ring setup even though acceptable results are obtained with the ring-on-ring model. There is a need for more insight into the surface condition of glass which can be conducive to the development of flaw-size based weakest-link modelling.

Highlights

  • Glass units are in demand in structural applications, the strength is challenging to predict

  • The results provide a basis for further discussion about the meaning and utility of the Weibull effective area in strength modelling, the relevance of taking into account fracture origins in addition to strength values when appraising the numerical models, and the potential for prediction-making of one setup based on the results from another

  • 100 120 140 160 180 200 incorrect, e.g., the effective area in ball-on-ring bending is in reality much greater; (2) the Weibull function fitted to the ball-on-ring data cannot be used to model correctly the distribution of the 5% fractile which in such case produces overly conservative estimates for the strength; (3) there is in reality some sort of correlation between subregions/“links” in the WL-system which renders comparisons between the two biaxial configurations intractable when using standard (Weibull) WL-theory; (4) the underlying flaw-size distribution that generates the observed strength samples is in reality multimodal

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Summary

Introduction

Glass units are in demand in structural applications, the strength is challenging to predict. The glass component may be subject to diverse types of loading which expose the surface area to tension zones of dissimilar size, e.g., due to uniform lateral pressure, dynamic load from a soft body impact, or a small projectile impact (Dalgliesh and Taylor 1990; Schneider and Schula 2016; Osnes et al 2019). Two different bending configurations are used to expose the surface area to tension zones of considerably different size. The strength, fracture origin, and scaling effects are modelled in a numerical implementation of finite-size weakest-link (WL) systems using randomly generated flaws on virtual specimens. The results provide a basis for further discussion about the meaning and utility of the Weibull effective area in strength modelling, the relevance of taking into account fracture origins in addition to strength values when appraising the numerical models, and the potential for prediction-making of one setup based on the results from another

Background
Fracture mechanics
II log v
Modelling
10 Random
Finite element model
Infinite-size WL-system with Pareto flaws
Numerical implementation of finite-size WL-systems
Results
Weibull systems
Finite-size systems
Modified flaw-size concepts
Low-strength prediction
Stress corrosion and flaw randomness
Fracture patterns
Conclusions
Statistical distributions
Closed-form solutions for stress
Shift function
Full Text
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