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contributor authorKayla Natividad
contributor authorStephen M. Morse
contributor authorH. Scott Norville
date accessioned2017-12-30T13:03:15Z
date available2017-12-30T13:03:15Z
date issued2016
identifier other%28ASCE%29AE.1943-5568.0000197.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245084
description abstractData 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.
publisherAmerican Society of Civil Engineers
titleFracture Origins and Maximum Principal Stresses in Rectangular Glass Lites
typeJournal Paper
journal volume22
journal issue2
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)AE.1943-5568.0000197
page04015014
treeJournal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 002
contenttypeFulltext


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