Breakage Prediction of Laminated Glass Using the "Sacrificial Ply" Design Concept

Laminated architectural glass has proven to be well suited for use in glazing systems that must resist wind-borne debris impacts. When the inner glass ply in a laminated window unit remains unbroken after wind-borne debris impacts on the outer glass ply, the integrity of the building envelope is preserved. A mechanics-based analytical model is developed to predict the cumulative probability of \Iinner\N glass ply breakage in laminated architectural glass subjected to simulated wind-borne debris impacts on the \Iouter\N glass ply. A nonlinear dynamic finite-element analysis is employed to compute stresses in each layer of the laminate due to impact. Based on the cumulative damage theory, the two-parameter Weibull distribution is used to characterize the cumulative probability of inner glass ply breakage. The analytical predictive model is calibrated using available experimental data on material parameters. Cumulative probabilities of inner glass ply breakage predicted by the analytical model are in agreement with the corresponding experimental data.

[1]  Paul A. Kremer,et al.  Dynamic strains in architectural laminated glass subjected to low velocity impacts from small projectiles , 1999 .

[2]  W. Weibull A statistical theory of the strength of materials , 1939 .

[3]  Jaroslav Menčík,et al.  Strength and fracture of glass and ceramics , 1992 .

[4]  R. J. Charles,et al.  Static Fatigue of Glass. II , 1958 .

[5]  W. Lynn Beason,et al.  Glass Failure Prediction Model , 1984 .

[6]  Chris P. Pantelides,et al.  Postbreakage Behavior of Heat Strengthened Laminated Glass under Wind Effects , 1993 .

[7]  J. E. Minor,et al.  Windborne debris and the building envelope , 1994 .

[8]  L. R. Dharani,et al.  Modelling fracture in laminated architectural glass subject to low velocity impact , 1997 .

[9]  J. E. Minor,et al.  A survey of glazing system behavior in multi‐story buildings during hurricane andrew , 1994 .

[10]  Joseph E. Minor,et al.  Strength of weathered window glass , 1985 .

[11]  Forrest W. Flocker,et al.  Stresses in laminated glass subject to low velocity impact , 1997 .

[12]  R W James,et al.  Hurricane Related Window Glass Damage in Houston , 1984 .

[13]  B. M. Butcher,et al.  A criterion for the time dependence of dynamic fracture , 1968 .

[14]  Forrest W. Flocker,et al.  Low Velocity Impact Resistance of Laminated Architectural Glass , 1998 .

[15]  Paul A. Kremer,et al.  Impact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept , 2000 .

[16]  Richard A. Behr,et al.  Damage probability in laminated glass subjected to low velocity small missile impacts , 1998 .

[17]  Paul A. Kremer,et al.  Performance of Laminated Glass Units under Simulated Windborne Debris Impacts , 1996 .

[18]  D. A. Berry,et al.  Introduction to Probability and Statistics (4th ed.). , 1980 .

[19]  Paul A. Kremer,et al.  Effects of Missile Size and Glass Type on Impact Resistance of “Sacrificial Ply” Laminated Glass , 2002 .

[20]  Edward B. Roessler,et al.  Introduction to Probability and Statistics , 1961, The Mathematical Gazette.

[21]  Joseph E. Minor New Philosophy Guides Design of the Building Envelope , 1997 .

[22]  W. Lynn Beason,et al.  Basis for ASTM E 1300 Annealed Glass Thickness Selection Charts , 1998 .

[23]  R. G. Whirley,et al.  DYNA2D: A nonlinear, explicit, two-dimensional finite element code for solid mechanics: User manual , 1992 .

[24]  Forrest W. Flocker,et al.  Modeling interply debonding in laminated architectural glass subject to low velocity impact , 1998 .