TECHNICAL PAPERS
Sep 1, 1996

Performance of Laminated Glass Units under Simulated Windborne Debris Impacts

Publication: Journal of Architectural Engineering
Volume 2, Issue 3

Abstract

Severe windstorm events such as Hurricane Andrew in 1992 have underscored the vulnerability of building envelopes to breaching under the combined effects of windborne debris impacts and wind pressures. Damage to building interiors and disruption of building functions are exacerbated greatly when building envelopes are breached. When the inner glass ply in a laminated glass window unit is unbroken, the integrity of that part of the building envelope is preserved—provided that the inner glass ply has sufficient resistance to subsequent positive and negative wind pressures. In an effort to develop glazing systems that are resistant to breaching due to windborne debris impacts, laboratory studies have been conducted to investigate the resistance of various laminated glass units to inner glass ply fracture when subjected to simulated windborne debris impacts. Laboratory data indicate that increased interlayer thickness (i.e., the thickness of the polymeric layer between the glass plies in a laminated glass unit) reduces significantly the observed probability of inner glass ply fracture resulting from small windborne debris impacts.

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References

1.
Beason, W. L., Meyers, G. E., and James, R. W.(1984). “Hurricane related window glass damage in Houston.”J. Struct. Engrg., ASCE, 110(12), 2843–2857.
2.
Behr, R. A. (1991). “Laminated glass testing for windstorms—phase II.”Internal Rep., Dept. of Civ. Engrg., Univ. of Missouri-Rolla, Rolla, Mo.
3.
Behr, R. A., and Kremer, P. A. (1995). “Performance of solar-coated architectural laminated glass under accelerated weathering conditions.”ASHRAE Trans., 101 (Part 2).
4.
Behr, R. A., Minor, J. E., and Kremer, P. A. (1996). “Effects of accelerated weathering on architectural laminated glass in a windstorm environment.”Science and technology of building seals, sealants, glazing, and waterproofing: 6th Volume, ASTM STP 1286. James C. Myers, ed., ASTM, Philadelphia, Pa.
5.
Minor, J. E.(1994). “Windborne debris and the building envelope.”J. Wind Engrg. and Industrial Aerodyn., 53, 207–227.
6.
Pantelides, C. P., Horst, A. D., and Minor, J. E.(1993). “Postbreakage behavior of heat strengthened laminated glass under wind effects.”J. Struct. Engrg., ASCE, 119(2), 454–467.
7.
Pantelides, C. P., Horst, A. D., Shankland, R. B. Jr., and Minor, J. E. (1991). “Behavior of laminated and filmed glass in severe windstorm environments.”Tech. Rep., Dept. of Civ. Engrg., Univ. of Missouri-Rolla, Rolla, Mo.
8.
Sparks, P. R., Schiff, S. D., and Reinhold, T. A.(1994). “Wind damage to envelopes of houses and consequent insurance losses.”J. Wind Engrg. and Industrial Aerodyn., 53, 145–155.

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Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 2Issue 3September 1996
Pages: 95 - 99

History

Published online: Sep 1, 1996
Published in print: Sep 1996

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Authors

Affiliations

Richard A. Behr, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., and Sr. Res. Investigator, Grad. Ctr. for Mat. Res., Univ. of Missouri-Rolla, Rolla, MO 65409-1170.
Paul A. Kremer
Res. Asst., Grad. Ctr. for Mat. Res., Univ. of Missouri-Rolla, Rolla, MO.

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