TECHNICAL PAPERS
Mar 1, 2000

Impact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept

Publication: Journal of Architectural Engineering
Volume 6, Issue 1

Abstract

Experimental results of low velocity, small steel ball impact tests on laminated architectural glass units are presented. These tests are part of an ongoing effort to develop a design method for laminated architectural glass units to resist windborne debris from sources such as roof gravel, as required in several current and proposed U.S. building codes and standards. A design concept known as “sacrificial ply” permits the exterior-facing, outer glass ply of a laminated glass unit to fracture during windborne debris impacts, but prevents fracture of the inner glass ply. This concept also depends on an inner glass ply designed to resist lateral wind pressures for the remainder of the windstorm so that the integrity of the building envelope is preserved. In these experiments, inner and outer glass ply thicknesses and polyvinyl butyral interlayer thickness were varied to determine their effects on the impact resistance of the inner glass ply of laminated architectural glass when impacted on the outer glass ply. Results show that inner glass ply thickness and PVB interlayer thickness have stronger effects on the impact resistance of the inner glass ply than does outer glass ply thickness.

Get full access to this article

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

References

1.
“Appendix J: Special requirements for buildings constructed in hurricane-prone regions.” (1998). Revision to 1997 Standard building code, Southern Building Code Congress International, Birmingham, Ala.
2.
Ball, A. (1997). “The low velocity impact behaviour of glass-polymer laminated plates.” Journal de Physique IV, 7(3), C3-921–C3-926.
3.
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.
4.
Beason, W. L., and Morgan, J. R. (1984). “Glass failure prediction model.”J. Struct. Engrg., ASCE, 110(2), 197–212.
5.
Beason, W. L., and Norville, H. S. (1990). “Development of a new glass thickness selection procedure.” J. Wind Engrg. Industrial Aerodynamics, 36(2), 1135–1144.
6.
Beers, P. E. (1993). “Designing hurricane-resistant glazing.” Progressive Arch., 74(9), 76–78.
7.
Behr, R. A., and Kremer, P. A. (1996). “Performance of laminated glass units under simulated windborne debris impacts.”J. Arch. Engrg., ASCE, 2(3), 95–99.
8.
Behr, R. A., and Minor, J. E. (1994). “A survey of glazing system behavior in multi-story buildings during Hurricane Andrew.” Struct. Design Tall Buildings, 3(3), 143–161.
9.
Bennison, S. J., Jagota, A., and Smith, A. C. (1999). “Fracture of glass/polyvinyl butyral (butacite) laminates in biaxial flexure.” J. Am. Ceramic Soc., 82(7), 1761–1770.
10.
“Building code changes due to Hurricane Andrew open new opportunities.” (1995). Glass Dig., 74(2), 47–49.
11.
“Building code for windstorm resistant construction.” (1998). 27 =s TAC 5.4008. Texas Windstorm Insurance Agency, Texas Department of Insurance, Austin, Tex.
12.
Devore, J. L. (1991). Probability and statistics for engineering and the sciences, 3rd ed., Brooks/Cole, Pacific Grove, Calif.
13.
Flocker, F. W., and Dharani, L. R. (1998). “Low velocity impact resistance of laminated architectural glass.”J. Arch. Engrg., ASCE, 4(1), 12–17.
14.
Grant, P. V., Cantwell, W. J., McKenzie, H., and Corkhill, P. (1998). “The damage threshold of laminated glass structures.” Int. J. Impact Engrg., 21(9), 737–746.
15.
“Gravel blamed for glass damage.” (1983). Engrg. News Record, 211(8), 10–11.
16.
Hayter, A. J. (1996). Probability and statistics for engineers and scientists. PWW Publishing Co., Boston, Mass., 578.
17.
“Impact test for wind-borne debris subject of new activity.” (1993). ASTM Standardization News, 21(12), 13–14.
18.
International building code. (1998). (Final draft—July 1998). International Code Council, Inc. Falls Church, Va.
19.
Ji, F. S., Dharani, L. R., and Behr, R. A. (1998). “Damage probability in laminated glass subjected to low velocity small missile impacts.” J. Mat. Sci., 33, 1–8.
20.
Kaiser, N. D. ( 1999). “Strain prediction and impact resistance of laminated architectural glass subjected to windborne debris impacts,” MS thesis, Dept. of Civ. Engrg., University of Missouri–Rolla, Rolla, Mo.
21.
Minitab Release 12 for Windows; user's guide. (1998). Minitab Inc., State College, Pa.
22.
Minor, J. E. (1985). “Window glass performance and hurricane effects.” Proc., ASCE Spec. Conf. on Hurricane Alicia: One Year Later, ASCE, New York, 151–167.
23.
Minor, J. E. (1994). “Windborne debris and the building envelope.” J. Wind Engrg. Ind. Aerodynamics, 53(1–2), 207–227.
24.
Minor, J. E. (1997). “New philosophy guides design of the building envelope.” Proc. Struct. Congr. XV, Structural Engineering Institute/ASCE, Reston, Va., 1–5.
25.
Minor, J. E., Beason, W. L., and Harris, P. L. (1978). “Designing for windborne missiles in urban areas.”J. Struct. Div., ASCE, 104(11), 1749–1760.
26.
Nelson, L. S. (1998). “The Anderson-Darling test for normality.” J. Quality Tech., 30(3), 298–299.
27.
Norville, H. S., and Minor, J. E. (1985). “Strength of weathered window glass.” Am. Ceramic Soc. Bull., 64(11), 1467–70.
28.
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.
29.
“SBCCI test standard for determining impact resistance from windborne debris.” (1997). SSTD 12-97, Southern Building Code Congress International, Birmingham, Ala.
30.
South Florida building code. (1993). Metropolitan Dade County edition, Miami, Fla.
31.
Sparks, P. R., and Bhinderwala, S. A. (1994). “Relationship between residential insurance losses and wind conditions in Hurricane Andrew.” Proc. Hurricanes of 1992, ASCE, New York, 111–124.
32.
“Standard practice for determining load resistance of glass in buildings.” (1997). E 1300-97, ASTM, West Conshohocken, Pa.
33.
“Standard specification for flat glass.” (1997). C 1036-97, ASTM, West Conshohocken, Pa.
34.
“Standard specification for laminated architectural flat glass.” (1996). C 1172-96, ASTM, West Conshohocken, Pa.
35.
“Standard specification for performance of exterior windows, glazed curtain walls, doors and storm shutters impacted by windborne debris in hurricanes.” (1999). E 1996-99, American Society for Testing and Materials, West Conshohocken, Pa.
36.
“Standard test method for performance of exterior windows, curtain walls, doors, and storm shutters impacted by missile(s) and exposed to cyclic pressure differentials.” (1997). E 1886-97, ASTM, West Conshohocken, Pa.
37.
Van Duser, A. (1999). “Analysis of glass/polyvinyl butyral (butacite) laminates subjected to uniform pressure.”J. Engrg. Mech., ASCE, 125(4), 435–442.
38.
Whirley, R. G., Englemann, B. E., and Hallquist, J. O. (1992). “DYNA2D: A nonlinear, explicit, two-dimensional finite element code for solid mechanics.” User Manual, Rep. No. UCRI-MA-110630, Lawrence Livermore National Laboratory, Livermore, Calif.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 6Issue 1March 2000
Pages: 24 - 34

History

Received: May 17, 1999
Published online: Mar 1, 2000
Published in print: Mar 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Lokeswarappa R. Dharani
Fellow, ASCE
Fellow, ASCE
Grad. Student, Grad. Ctr. for Mat. Res., Univ. of Missouri-Rolla, MO 65409-1170.
Prof. and Head, Dept. of Arch. Engrg., Pennsylvania State Univ., University Park, PA 16802-1417. E-mail: [email protected]
Res. Prof., Grad. Ctr. for Mat. Res., Univ. of Missouri-Rolla, MO.
Prof. of Engrg. Mech. and Aerosp. Engrg., Grad. Ctr. for Mat. Res., Univ. of Missouri-Rolla, MO.
Postdoctoral Fellow, Grad. Ctr. for Mat. Res., Univ. of Missouri-Rolla, MO.
Res. Assoc., Dept. of Arch. Engrg., Pennsylvania State Univ., University Park, PA.

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