Technical Paper
Dec 30, 2015

Fracture Origins and Maximum Principal Stresses in Rectangular Glass Lites

Publication: Journal of Architectural Engineering
Volume 22, Issue 2

Abstract

Data were studied from tests of new and weathered rectangular annealed glass samples, each consisting of numerous specimens, loaded to fracture. The maximum principal tensile stress at the fracture origin was compared with the single largest maximum principal tensile stress (SLMPTS) within each specimen. The findings indicated that maximum principal tensile stresses at the fracture origins were always less, often significantly so, than SLMPTS in the specimens. In addition, fracture origins rarely, if ever, coincided with the location of SLMPTS in a rectangular glass lite specimen. These results support the notion that glass thickness selection should not be based on a maximum principal stress method.

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Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 22Issue 2June 2016

History

Received: Mar 13, 2015
Accepted: Sep 8, 2015
Published online: Dec 30, 2015
Discussion open until: May 30, 2016
Published in print: Jun 1, 2016

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Authors

Affiliations

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

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