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ASTM Selected Technical Papers
The Use of Glass in Buildings
By
V Block
V Block
1
Narberth, PA
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ISBN-10:
0-8031-3458-4
ISBN:
978-0-8031-3458-4
No. of Pages:
182
Publisher:
ASTM International
Publication date:
2002

Large trapezoidal annealed window glass lites glaze airport control tower cabs. The authors have developed a design methodology for these lites as discussed in this paper. In developing the methodology, the authors conducted failure tests of large, trapezoidal, weathered window glass lites, obtained from the U.S. Federal Aviation Administration, under uniform pressure. They used a nonlinear finite element analysis technique for thin plates coupled with failure prediction techniques that underlay ASTM Practice for Determining the Load Resistance of Glass in Buildings (E 1300-00) to develop their design methodology. The paper summarizes the experimental data, load-induced stresses in large trapezoidal window glass lites, and the load resistance of large trapezoidal lites relative to that of rectangular window glass lites. It presents the design methodology and illustrates it with an example.

1.
El-Shami
,
M. M.
and
Norville
,
H. S.
, “
Development of Design Methodology for Rectangular Glass Supported on Three Sides to Resist Lateral Uniformly Distributed Loads
,”
The Use of Glass in Buildings
, ASTM STP 1434,
Block
V.
, Ed.,
American Society for Testing and Materials
,
West Conshohocken, PA
, in review.
2.
El-Shami
,
M. M.
and
Norville
,
H. S.
, “
A New Model for Analyzing Architectural Laminated Glass
,”
Journal of Engineering Mechanics
,
American Society of Civil Engineers
, in review.
3.
El-Shami
,
M. M.
,
Vallabhan
,
C. V. G.
, and
Kandil
,
S. A.
, “
A Comparison of Nonlinear von Karmen and Mindlin Plate Solutions
.”
Proceedings, American Society of Civil Engineers, Texas Section Spring Meeting
,
Houston, Texas
, April, 1997
4.
Vallabhan
,
C. V. G.
, and
El-Shami
,
M. M.
, “
Comparison of Rectangular Glass Plates with Area-Equivalent Trapezoidal Plates
,”
Proceedings, American Society of Civil Engineers, Texas Section Spring Meeting
,
San Antonio, Texas
, March, 2001.
5.
Cook
,
R. D.
,
Malkus
,
D. S.
, and
Plesha
,
M. E.
, “
Concepts and Applications of Finite Element Analysis
,”
John Wiley & Sons
,
New York
,
1989
.
6.
Beason
,
W. L.
and
Morgan
,
J. R.
, “
Glass Failure Prediction Model
,”
Journal of Structural Engineering., American Society of Civil Engineers
,
110
(
2
), pp. 197–212,
1984
.
7.
Norville
,
H. S.
and
Minor
,
J. E.
, “
The Strength of Weathered Window Glass
,”
Bulletin of the American Ceramic Society
,
64
(
11
), pp. 1467–1470,
1985
.
8.
Beason
,
W. L.
and
Norville
,
H. S.
, “
Development of a New Glass Thickness Selection Procedure
,”
Journal of Wind Engineering And Industrial Aerodynamics
 0167-6105, Elsevier Science Publishers,
36
, pp. 1135–1144, October, 1990.
9.
Jackson
,
R.
, “
Load Resistance of Trapezoidal Window Glass
,” Master of Science Thesis, Submitted in Partial Fulfillment of Degree Requirements, Department of Civil Engineering,
Texas Tech University
, Lubbock, TX, December, 2001.
10.
Walker
,
G. R.
and
Muir
,
L. M.
,“
An Investigation of the Bending Strength of Glass Louvre Blades
,”
Proceedings: 9th Australian Conference on the Mechanics of Structures and Materials
,
Sydney, Australia
, August, 1984.
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