Technical Papers
May 17, 2016

Experimental Study of Weathered Tempered Glass Plates from the Northeastern United States

Publication: Journal of Architectural Engineering
Volume 22, Issue 3

Abstract

The authors performed an experimental study with weathered fully tempered monolithic glass loaded to failure under controlled conditions. The 14 specimens in the study originated from the northeastern United States. The specimens were loaded with monotonically increasing pressure until fracture occurred in accordance with the ASTM E997 test method. The recorded failure load time histories were converted to equivalent 3-s failure loads using a modified load-transformation-integration method that incorporates residual compressive surface stress. Variations of the residual compressive surface stress measurements are presented for each specimen, and the effect that the variations in residual compressive surface stress have on the equivalent 3-s failure load calculations are also explored. Equivalent 3-s failure loads are shown to be proportional to the measured residual compressive surface stress. The equivalent 3-s failure load is compared to the load resistance calculated using ASTM E1300, and the modified method for treated glass is presented. The mean equivalent 3-s failure loads were 150% larger than the load resistance calculated using ASTM E1300 and 50% larger than the load-resistance predictions of the modified method, which suggests that fully tempered glass is stronger than predicted by ASTM E1300 and does not weather like annealed glass.

Get full access to this article

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

Acknowledgments

The authors acknowledge and thank Joe Blanchfield from Gilsanz Murray Steficek, Structural Engineers and Building Consultants, for providing the tested glass specimens.

References

Abiassi, J. J. (1981). The strength of weathered window glass using surface characteristics, Institute for Disaster Research, Texas Tech Univ., Lubbock, TX.
ASTM. (2012a). “Standard specification for heat-treated flat glass-kind HS, kind FT coated and uncoated glass.” ASTM C1048-12e1, West Conshohocken, PA.
ASTM. (2012b). “Standard practice for determining load resistance of glass in buildings.” ASTM E1300-12ae1, West Conshohocken, PA.
ASTM. (2012c). “Standard test method for structural performance of glass in exterior windows, curtain walls, and doors under the influence of uniform static loads by destructive methods.” ASTM E 997-12, West Conshohocken, PA.
Beason, W. L. (1980). “A failure prediction model for window glass.” NTIS Accession No. PB81-148421, Institute for Disaster Research, Texas Tech Univ., Lubbock, TX.
Brown, W. G. (1974). “A practicable formulation for the strength of glass and its special application to large plates.” NRC 14372, Div. of Building Research, National Research Council of Canada, Ottawa.
Charles, R. J. (1958). “Static fatigue of glass II.” J. Appl. Phys, 29(11), 1549–1553.
Gavanski, E., and Kopp, G. A. (2011). “Glass breakage tests under fluctuating wind loads.” J. Archit. Eng., 34–41.
LabView 8.4 [Computer software]. National Instruments, Austin, TX.
Morse, S. M., and Norville, H. S. (2012). “Design methodology for determining the load resistance of heat-treated window glass.” J. Archit. Eng., 42–51.
Oakes, T. A. (1991). “The development of design factors for heat-strengthened and tempered glass based on the glass failure prediction model.” Master’s thesis, Texas A&M Univ., College Station, TX.
PPG Industries. (1979). “Glass thickness recommendations to meet architects’ specified 1-minute wind load.” Technical Services Flat Glass Division, Pittsburgh, PA.
Vallabhan, C. V. G., and Wang, B. Y. -T. (1981). “Nonlinear analysis of rectangular glass plates by finite difference method.” NTIS Accession No. PB84-159649, Institute for Disaster Research, Texas Tech Univ., Lubbock, TX.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 22Issue 3September 2016

History

Received: Jul 17, 2015
Accepted: Apr 12, 2016
Published online: May 17, 2016
Published in print: Sep 1, 2016
Discussion open until: Oct 17, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Bolaji Afolabi, S.M.ASCE [email protected]
Graduate Student, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409. E-mail: [email protected]
H. Scott Norville, P.E., M.ASCE [email protected]
Professor, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409. E-mail: [email protected]
Stephen M. Morse, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409 (corresponding author). 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