YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Composites for Construction
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Composites for Construction
    • 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

    Bond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of <i>ACI 440 Guidelines</i>

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
    Author:
    M. Harajli
    ,
    M. Abouniaj
    DOI: 10.1061/(ASCE)CC.1943-5614.0000139
    Publisher: American Society of Civil Engineers
    Abstract: The development/splice strength and the pullout local bond stress-slip response of glass fiber-reinforced polymer (GFRP) bars in tension were experimentally investigated using beam specimens and pullout specimens, respectively. Two types of 12-mm (0.47-in.)-diameter GFRP bars were evaluated, namely,
    • Download: (2.072Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Bond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of <i>ACI 440 Guidelines</i>

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/57258
    Collections
    • Journal of Composites for Construction

    Show full item record

    contributor authorM. Harajli
    contributor authorM. Abouniaj
    date accessioned2017-05-08T21:36:14Z
    date available2017-05-08T21:36:14Z
    date copyrightDecember 2010
    date issued2010
    identifier other%28asce%29cc%2E1943-5614%2E0000142.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57258
    description abstractThe development/splice strength and the pullout local bond stress-slip response of glass fiber-reinforced polymer (GFRP) bars in tension were experimentally investigated using beam specimens and pullout specimens, respectively. Two types of 12-mm (0.47-in.)-diameter GFRP bars were evaluated, namely,
    publisherAmerican Society of Civil Engineers
    titleBond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of ACI 440 Guidelines
    typeJournal Paper
    journal volume14
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000139
    treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
    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