YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Architectural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Architectural Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Fracture Origins and Maximum Principal Stresses in Rectangular Glass Lites

    Source: Journal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 002
    Author:
    Kayla Natividad
    ,
    Stephen M. Morse
    ,
    H. Scott Norville
    DOI: 10.1061/(ASCE)AE.1943-5568.0000197
    Publisher: American Society of Civil Engineers
    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.
    • Download: (496.2Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Fracture Origins and Maximum Principal Stresses in Rectangular Glass Lites

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4245084
    Collections
    • Journal of Architectural Engineering

    Show full item record

    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
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian