Technical Papers
Sep 9, 2016

The Lower Bound for Glass Strength and Its Interpretation with Generalized Weibull Statistics for Structural Applications

Publication: Journal of Engineering Mechanics
Volume 142, Issue 12

Abstract

Because the strength of glass is governed by randomly distributed surface flaws that can propagate catastrophically when the applied stress reaches a critical value, the weakest-link-in-the-chain rationale is the universally accepted interpretation of its significant variability. The two-parameter Weibull extreme value distribution is currently the most commonly used model for structural design, although it is recognized that it fails to capture the experimental data within the region of small failure probabilities, associated with the lowest strengths. However, the precise characterization of this left-hand-side tail of the distribution is crucial for structural applications, for which only very low probabilities of failure are accepted. Experiments have provided evidence of the existence of a lower bound for the strength of glass, a finding that, if proved, could revolutionize the approach to the safety of glass structures. Referring to the large-scale experimental program of the Technical Committee 129—Working Group 8 of the European Committee for Standardization (CEN/TC129/WG8), various generalized statistical distributions like Weibull, either prescribing a strength limit or not, are compared in their ability to interpolate the experimental data using the chi-square goodness-of-fit test. Arguments are presented that support the existence of a minimal strength, which can be reduced, but not annihilated, by the inevitable degradation of the glass surface produced by aging and in-service-related damage.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the support of the Italian Dipartimento della Protezione Civile under project ReLUIS-DPC 2014-2018.

References

ASTM. (2001). “Standard test method for determination of slow crack growth parameters of advanced ceramics by constant stress-rate flexural testing at ambient temperature.” ASTM C1368-01, West Conshohocken, PA.
ASTM. (2009). “Standard test method for monotonic equibiaxial flexural strength of advanced ceramics at ambient temperature.” ASTM C1499–09, West Conshohocken, PA.
Badalassi, M., Biolzi, L., Royer-Carfagni, G., and Salvatore, W. (2014). “Safety factors for the structural design of glass.” Constr. Build. Mater., 55, 114–127.
Basu, B., Tiwari, D., Kundu, D., and Prasad, R. (2009). “Is Weibull distribution the most appropriate statistical strength distribution for brittle materials?” Ceram. Int., 35(1), 237–246.
Batdorf, S., and Heinisch, H., Jr. (1978). “Weakest link theory reformulated for arbitrary fracture criterion.” J. Am. Ceram. Soc., 61(7–8), 355–358.
Bažant, Z. P., and Pang, S. (2007). “Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture.” J. Mech. Phys. Solids, 55(1), 91–131.
CEN (European Committee for Standardization). (2001a). “Glass in building—Determination of bending strength of glass. Part 2: Coaxial double ring test on flat specimens with large test surface areas.” EN1288-2. CEN/TC129, Brussels, Belgium.
CEN (European Committee for Standardization). (2001b). “Glass in building—Determination of the bending strength of glass.” EN1288. CEN/TC129, Brussels, Belgium.
CEN (European Committee for Standardization). (2001c). “Glass in building—Determination of the bending strength of glass. Part 5: Coaxial double ring test on flat specimens with small test surface areas.” EN1288-5. CEN/TC129, Brussels, Belgium.
CEN (European Committee for Standardization). (2005). “Basis of structural design.” Eurocode 0—EN1990. CEN-TC250, Brussels, Belgium.
CEN (European Committee for Standardization). (2006). “An overview of prEN-13474 and the work of CEN/TC129/WG8 from which it was developed.” CEN/TC129/WG8, Brussels, Belgium.
Choi, S., Powers, L., and Nemeth, N. (2000). “Slow crack growth behavior and life/reliability analysis of 96wt alumina at ambient temperature with various specimen/loading configurations.”, Glenn Research Center, Cleveland.
Ciccotti, M. (2009). “Stress-corrosion mechanisms in silicate glasses.” J. Phys. D. Appl. Phys., 42(21), 214006–2140068.
Cohen, A. C. (1965). “Maximum likelihood estimation in the Weibull distribution based on complete and on censored samples.” Technometrics, 7(4), 579–588.
Coleman, B. (1958). “On the strength of classical fibres and fibre bundles.” J. Mech. Phys. Solids, 7(1), 60–70.
Collini, L., and Royer-Carfagni, G. (2014). “Flexural strength of glass-ceramic for structural applications.” J. Eur. Ceram. Soc., 34(11), 2675–2685.
Danzer, R. (2006). “Some notes on the correlation between fracture and defect statistics: Are Weibull statistics valid for very small specimens?” J. Eur. Ceram. Soc., 26(15), 3043–3049.
Durchholz, M., Goer, B., and Helmich, G. (1995). “Method of reproducibly predamaging float glass as a basis to determine the bending strength.” Glastech. Ber. Glass Sci. Technol., 68(8), 251–252.
Evans, A. G. (1978). “A general approach for the statistical analysis of multiaxial fracture.” J. Am. Ceram. Soc., 61(7–8), 302–308.
FRANC3D version 2.6 [Computer software]. Cornell Fracture Group, Ithaca, NY.
Franco, A., and Royer-Carfagni, G. (2015). “Critical issues in the design-by-testing of glass structures.” Eng. Struct., 99, 108–119.
Freudenthal, A. (1968). Fracture, an advanced treatise, Vol. 2, Academic Press, New York, 591–619.
Hirose, H. (2002). “Maximum likelihood parameter estimation in the extended Weibull distribution and its applications to breakdown voltage estimation.” IEEE Trans. Dielectr. Electr. Insul., 9(4), 524–536.
Klein, C. (2011). “Flexural strength of infrared-transmitting window materials: Bimodal Weibull statistical analysis.” Opt. Eng., 50(2), 023402.
Le, J., and Bažant, Z. P. (2011). “Unified nano-mechanics based probabilistic theory of quasibrittle and brittle structures: II. Fatigue crack growth, lifetime and scaling.” J. Mech. Phys. Solids, 59(7), 1322–1337.
Le, J. L., Ballarini, R., and Zhu, Z. (2015). “Modeling of probabilistic failure of polycrystalline silicon mems structures.” J. Am. Ceram. Soc., 98(6), 1685–1697.
Lindqvist, M., and Lebet, J. P. (2014). “Strength of glass determined by the relation of the critical flaw to the fracture mirror.” Eng. Fract. Mech., 119, 43–52.
Madjoubi, M., Bousbaa, C., Hamidouche, M., and Bouaouadja, N. (1999). “Weibull statistical analysis of the mechanical strength of a glass eroded by sand blasting.” J. Eur. Ceram. Soc., 19(16), 2957–2962.
Marshall, A., and Olkin, I. (1997). “A new method for adding a parameter to a family of distributions with application to the exponential and Weibull families.” Biometrika, 84(3), 641–652.
Munz, D., and Fett, T. (1999). Ceramics: Mechanical properties, failure behaviour, materials selection, Springer, Berlin.
Navidi, W. (2008). Statistics for engineers and scientists, McGraw-Hill, New York.
Nurhuda, I., Lam, N., Gad, E., and Calderone, I. (2010). “Estimation of strengths in large annealed glass panels.” Int. J. Solids Struct., 47(18–19), 2591–2599.
Overend, M., and Louter, C. (2015). “The effectiveness of resin-based repairs on the inert strength recovery of glass.” Constr. Build. Mater., 85, 165–174.
Phani, K., and De, A. (1987). “A flaw distribution function for failure analysis of brittle materials.” J. Appl. Phys., 62(11), 4433–4437.
Pisano, G., and Royer-Carfagni, G. (2015a). “The statistical interpretation of the strength of float glass for structural applications.” Constr. Build. Mater., 98, 741–756.
Pisano, G., and Royer-Carfagni, G. (2015b). “Towards a new standardized configuration for the coaxial double test for float glass.” Eng. Struct., 119, 149–163.
Pourreuix, C. (1997). “Strength of glass eroded by round particles.”, Philips Electronics, Amsterdam, Netherlands.
Przybilla, C., Fernández-Canteli, A., and Castillo, E. (2011a). “An iterative method to obtain the specimen-independent three-parameter Weibull distribution of strength from bending tests.” Procedia Eng., 10, 1414–1419.
Przybilla, C., Fernández-Canteli, A., and Castillo, E. (2011b). “Deriving the primary cumulative distribution function of fracture stress for brittle materials from 3- and 4-point bending tests.” J. Eur. Ceram. Soc., 31(4), 451–460.
Rickerby, D. (1980). “Theoretical aspects of the statistical variation of strength.” J. Mater. Sci., 15(10), 2466–2470.
Rodichev, Y., Yevplov, Y., Soroka, H., Veer, F., Tregubov, N., and Polivyany, V. (2012). “Surface defects and statistical characteristics of glass strength.” Challenging Glass 3—Conf. on Architectural Structure Applications Glass, F. Bos, C. Louter, R. Nijsse, and F. Veer, eds., IOS Press, Amsterdam, Netherlands, 535–552.
Salviato, M., and Bažant, Z. P. (2014). “The asymptotic stochastic strength of bundles of elements exhibiting general stress-strain laws.” Probabilist. Eng. Mech., 36, 1–7.
Salviato, M., Kirane, K., and Bažant, Z. (2014). “Statistical distribution and size effect of residual strength of quasibrittle materials after a period of constant load.” J. Mech. Phys. Solids., 64, 440–454.
Vandebroek, M., Louter, C., Caspeele, R., Ensslen, F., and Belis, J. (2014). “Size effect model for the edge strength of glass with cut and ground edge finishing.” Eng. Struct., 79, 96–105.
Wang, Z., Liu, L., Li, X., and Zhao, L. (2010). “An experimental method for analyzing environmental effects of blowing sands on glass abrasion.” Procedia Environ. Sci., 2, 207–217.
Weibull, W. (1939). “A statistical theory of the strength of materials.” Ingeniörsvetenskapsakademiens Handlingar, 151, 1–45.
Weibull, W. (1951). “A statistical distribution function of wide applicability.” J. Appl. Mech., 18, 293–297.
Wereszczak, A., Ferber, M., and Musselwhite, W. (2014). “Method for identifying and mapping flaw size distributions on glass surfaces for predicting mechanical response.” Int. J. Appl. Glass. Sci., 5(1), 16–21.
Wiederhorn, S. (1969). “Fracture surface energy of glass.” J. Am. Ceram. Soc., 52(2), 99–105.
Wiederhorn, S., and Bolz, L. (1970). “Stress corrosion and static fatigue of glass.” J. Am. Ceram. Soc., 53(10), 543–548.
Wiederhorn, S. M., Freiman, S. W., Fuller, E., Jr., and Simmons, C. (1982). “Effects of water and other dielectrics on crack growth.” J. Mater. Sci., 17(12), 3460–3478.
Xiao, X., and Yan, X. (2008). “A numerical analysis for cracks emanating from a surface semi-spherical cavity in an infinite elastic body by FRANC3d.” Eng. Fail. Anal., 15(1–2), 188–192.
Yankelevsky, D. (2014). “Strength prediction of annealed glass plates—A new model.” Eng. Struct., 79, 244–255.
Zhang, T., and Xie, M. (2007). “Failure data analysis with extended Weibull distribution.” Commun. Stat. B-Simul., 36(3), 579–592.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 12December 2016

History

Received: Dec 18, 2015
Accepted: Jun 16, 2016
Published online: Sep 9, 2016
Published in print: Dec 1, 2016
Discussion open until: Feb 9, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Roberto Ballarini, F.ASCE [email protected]
Professor and Chair, Dept. of Civil and Environmental Engineering, Cullen College of Engineering, Univ. of Houston, Cullen College of Engineering Bldg. 1, 4726 Calhoun Rd., Room N107, Houston, TX 77204-4003 (corresponding author). E-mail: [email protected]
Gabriele Pisano [email protected]
Graduate Student, Dept. of Industrial Engineering, Univ. of Parma, Parco Area delle Scienze 181/A, I-43124 Parma, Italy. E-mail: [email protected]
Gianni Royer-Carfagni [email protected]
Professor, Dept. of Industrial Engineering, Univ. of Parma, Parco Area delle Scienze 181/A, I-43124 Parma, Italy; Construction Technologies Institute, Italian National Research Council, Lombardia 49, I-20098 San Giuliano Milanese (Mi), Italy. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share