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contributor authorJens Henrik Nielsen
contributor authorJohn Forbes Olesen
contributor authorHenrik Stang
date accessioned2017-05-08T21:18:44Z
date available2017-05-08T21:18:44Z
date copyrightFebruary 2010
date issued2010
identifier other%28asce%290899-1561%282010%2922%3A2%28179%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46595
description abstractToughened glass is often used in load carrying elements due to the relatively high tensile strength compared with float glass. The apparent tensile strength of toughened glass is a combination of the pure material strength and the residual stresses imposed by the toughening process. This paper is concerned with an experimental characterization of the residual stress state for toughened glass. Results for the variation of residual stresses within 32 square specimens with a side length of 300 mm are investigated. The specimens varied in thickness and one group was glass with low iron content. The photoelastic constant was estimated from a four-point bending test. The experimental results revealed large variations in the residual stress state within each specimen and between groups of different thicknesses. The results are compared with a nonstandard fragmentation test, showing that the fragment size does not seem to be dependent on the local variations of the residual stress state in a specimen.
publisherAmerican Society of Civil Engineers
titleCharacterization of the Residual Stress State in Commercially Fully Toughened Glass
typeJournal Paper
journal volume22
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2010)22:2(179)
treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 002
contenttypeFulltext


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