contributor author | Kayla Natividad | |
contributor author | Stephen M. Morse | |
contributor author | H. Scott Norville | |
date accessioned | 2017-12-30T13:03:15Z | |
date available | 2017-12-30T13:03:15Z | |
date issued | 2016 | |
identifier other | %28ASCE%29AE.1943-5568.0000197.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4245084 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Fracture Origins and Maximum Principal Stresses in Rectangular Glass Lites | |
type | Journal Paper | |
journal volume | 22 | |
journal issue | 2 | |
journal title | Journal of Architectural Engineering | |
identifier doi | 10.1061/(ASCE)AE.1943-5568.0000197 | |
page | 04015014 | |
tree | Journal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 002 | |
contenttype | Fulltext | |