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

    A Recalibration of the Crack Width Bond-Dependent Coefficient for GFRP-Reinforced Concrete

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    Author:
    Carol Shield
    ,
    Vicki Brown
    ,
    Charles E. Bakis
    ,
    Shawn Gross
    DOI: 10.1061/(ASCE)CC.1943-5614.0000978
    Publisher: American Society of Civil Engineers
    Abstract: Serviceability requirements can often control the design of glass fiber–reinforced polymer (GFRP)-reinforced concrete flexural members due to the lower stiffness of GFRP than of steel. ACI Committee 440 crack control provisions for GFRP-reinforced concrete mimic those from ACI 318 for steel-reinforced concrete, but with the addition of a bond-dependent coefficient, kb, to account for differences in bond between GFRP and concrete from steel and concrete. The recommended value for the bond-dependent coefficient in ACI 440.1R-15 is 1.4. This value is largely based on one experimental study, with one type of GFRP bar. Since that study, many more experiments have been performed to examine crack widths in GFRP-reinforced concrete. A database of these experiments that satisfy a rigorous set of criteria to ensure valid experimental results was created from the literature and used to recalibrate the bond-dependent coefficient. A value of 1.2 is recommended for all bars that include a sand coating in the surface enhancement. A value of 1.4 is recommended for all other bars.
    • Download: (602.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      A Recalibration of the Crack Width Bond-Dependent Coefficient for GFRP-Reinforced Concrete

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4260049
    Collections
    • Journal of Composites for Construction

    Show full item record

    contributor authorCarol Shield
    contributor authorVicki Brown
    contributor authorCharles E. Bakis
    contributor authorShawn Gross
    date accessioned2019-09-18T10:40:10Z
    date available2019-09-18T10:40:10Z
    date issued2019
    identifier other%28ASCE%29CC.1943-5614.0000978.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260049
    description abstractServiceability requirements can often control the design of glass fiber–reinforced polymer (GFRP)-reinforced concrete flexural members due to the lower stiffness of GFRP than of steel. ACI Committee 440 crack control provisions for GFRP-reinforced concrete mimic those from ACI 318 for steel-reinforced concrete, but with the addition of a bond-dependent coefficient, kb, to account for differences in bond between GFRP and concrete from steel and concrete. The recommended value for the bond-dependent coefficient in ACI 440.1R-15 is 1.4. This value is largely based on one experimental study, with one type of GFRP bar. Since that study, many more experiments have been performed to examine crack widths in GFRP-reinforced concrete. A database of these experiments that satisfy a rigorous set of criteria to ensure valid experimental results was created from the literature and used to recalibrate the bond-dependent coefficient. A value of 1.2 is recommended for all bars that include a sand coating in the surface enhancement. A value of 1.4 is recommended for all other bars.
    publisherAmerican Society of Civil Engineers
    titleA Recalibration of the Crack Width Bond-Dependent Coefficient for GFRP-Reinforced Concrete
    typeJournal Paper
    journal volume23
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000978
    page04019020
    treeJournal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    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