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    Characterization of the Residual Stress State in Commercially Fully Toughened Glass

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 002
    Author:
    Jens Henrik Nielsen
    ,
    John Forbes Olesen
    ,
    Henrik Stang
    DOI: 10.1061/(ASCE)0899-1561(2010)22:2(179)
    Publisher: American Society of Civil Engineers
    Abstract: Toughened 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.
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      Characterization of the Residual Stress State in Commercially Fully Toughened Glass

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    https://yetl.yabesh.ir/yetl1/handle/yetl/46595
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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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