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

    Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001::page 04024075-1
    Author:
    Islam Elsayed Nagy
    ,
    Alireza Asadian
    ,
    Khaled Galal
    DOI: 10.1061/JCCOF2.CCENG-4622
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue resistance is a crucial aspect in the design of structural components subjected to cyclic loading. Due to the corrosion of steel reinforcement, glass fiber–reinforced polymer bars are increasingly being used in reinforced concrete members. However, very limited research has been conducted on the fatigue behavior of glass fiber–reinforced polymer reinforcement. This study builds upon previous fatigue test research performed at 4 Hz but also investigates low-frequency testing. Three adhesives were investigated to identify the optimal gripping system capable of withstanding fatigue loading. Nonshrink grout was determined to be the only suitable adhesive for avoiding unwanted failure modes. This study investigated stress levels ranging from 30% to 65% of the ultimate tensile strength depending on the frequency used. Tests at both frequencies yielded results within the expected S‒N curve, as in prior studies. Moreover, the equations of Sendeckyj showed good reliability of the data. Although North American codes limit fatigue cycle frequencies to between 1 and 15 Hz, this study found that the much lower-investigated frequencies of 0.03–0.04 Hz yielded excellent results within the expected behavior envelope. Low-frequency laboratory tests are advantageous to adopt because standard universal testing machines can be used, without the need for dynamic actuators.
    • Download: (2.334Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4304036
    Collections
    • Journal of Composites for Construction

    Show full item record

    contributor authorIslam Elsayed Nagy
    contributor authorAlireza Asadian
    contributor authorKhaled Galal
    date accessioned2025-04-20T10:07:29Z
    date available2025-04-20T10:07:29Z
    date copyright10/17/2024 12:00:00 AM
    date issued2025
    identifier otherJCCOF2.CCENG-4622.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304036
    description abstractFatigue resistance is a crucial aspect in the design of structural components subjected to cyclic loading. Due to the corrosion of steel reinforcement, glass fiber–reinforced polymer bars are increasingly being used in reinforced concrete members. However, very limited research has been conducted on the fatigue behavior of glass fiber–reinforced polymer reinforcement. This study builds upon previous fatigue test research performed at 4 Hz but also investigates low-frequency testing. Three adhesives were investigated to identify the optimal gripping system capable of withstanding fatigue loading. Nonshrink grout was determined to be the only suitable adhesive for avoiding unwanted failure modes. This study investigated stress levels ranging from 30% to 65% of the ultimate tensile strength depending on the frequency used. Tests at both frequencies yielded results within the expected S‒N curve, as in prior studies. Moreover, the equations of Sendeckyj showed good reliability of the data. Although North American codes limit fatigue cycle frequencies to between 1 and 15 Hz, this study found that the much lower-investigated frequencies of 0.03–0.04 Hz yielded excellent results within the expected behavior envelope. Low-frequency laboratory tests are advantageous to adopt because standard universal testing machines can be used, without the need for dynamic actuators.
    publisherAmerican Society of Civil Engineers
    titleTension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air
    typeJournal Article
    journal volume29
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-4622
    journal fristpage04024075-1
    journal lastpage04024075-11
    page11
    treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001
    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