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    Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005::page 04022051
    Author:
    Khattab Al-Ghrery
    ,
    Riadh Al-Mahaidi
    ,
    Robin Kalfat
    ,
    Nazar Oukaili
    DOI: 10.1061/(ASCE)CC.1943-5614.0001239
    Publisher: ASCE
    Abstract: Near-surface-mounted (NSM) carbon fiber–reinforced polymers (CFRPs) have emerged as a promising strengthening technique to improve the flexural performance of reinforced-concrete (RC) structures. Although these systems have been investigated extensively for flat soffit RC beams, their performance when applied to concavely curved soffit members requires investigation. This paper presents the results of an experimental program conducted to investigate the behavior of concavely curved soffit RC beams strengthened in flexure with NSM CFRP rods. Twenty RC beams were designed, fabricated, and statically tested, including 15 beams that contained curved soffits with varying degrees of curvature ranging between 5 to 20 mm/m. The remaining five beams were flat soffit and were used as control beams. The ultimate capacity, failure mode, flexural stiffness, ductility, and level of FRP strain prior to debonding of these beams are analyzed and discussed. This study identifies gaps in existing design guidelines and codes and presents recommendations for designers on NSM technology.
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      Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287973
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    contributor authorKhattab Al-Ghrery
    contributor authorRiadh Al-Mahaidi
    contributor authorRobin Kalfat
    contributor authorNazar Oukaili
    date accessioned2022-12-27T20:46:44Z
    date available2022-12-27T20:46:44Z
    date issued2022/10/01
    identifier other(ASCE)CC.1943-5614.0001239.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287973
    description abstractNear-surface-mounted (NSM) carbon fiber–reinforced polymers (CFRPs) have emerged as a promising strengthening technique to improve the flexural performance of reinforced-concrete (RC) structures. Although these systems have been investigated extensively for flat soffit RC beams, their performance when applied to concavely curved soffit members requires investigation. This paper presents the results of an experimental program conducted to investigate the behavior of concavely curved soffit RC beams strengthened in flexure with NSM CFRP rods. Twenty RC beams were designed, fabricated, and statically tested, including 15 beams that contained curved soffits with varying degrees of curvature ranging between 5 to 20 mm/m. The remaining five beams were flat soffit and were used as control beams. The ultimate capacity, failure mode, flexural stiffness, ductility, and level of FRP strain prior to debonding of these beams are analyzed and discussed. This study identifies gaps in existing design guidelines and codes and presents recommendations for designers on NSM technology.
    publisherASCE
    titleNear-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation
    typeJournal Article
    journal volume26
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0001239
    journal fristpage04022051
    journal lastpage04022051_9
    page9
    treeJournal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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