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

被引:0
|
作者
Al-Ghrery, Khattab [1 ,2 ]
Al-Mahaidi, Riadh [1 ]
Kalfat, Robin [1 ]
Oukaili, Nazar [2 ]
机构
[1] Swinburne Univ Technol, Fac Sci Engn & Technol, Dept Civil & Construct, Hawthorn, Vic 3122, Australia
[2] Univ Baghdad, Dept Civil Engn, Coll Engn, Baghdad 10070, Iraq
关键词
Flexural strengthening; Near-surface-mounted; NSM; Carbon fiber-reinforced polymer; CFRP; Reinforced concrete (RC); Curved soffit beams; Premature debonding; CONCRETE; BOND;
D O I
10.1061/(ASCE)CC.1943-5614.0001239
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页数:9
相关论文
共 50 条
  • [31] Debonding failures of RC beams strengthened with near surface mounted CFRP strips
    Teng, JG
    De Lorenzis, L
    Wang, B
    Li, R
    Wong, TN
    Lam, L
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2006, 10 (02) : 92 - 105
  • [32] Shear Strengthening of RC Beams Using Partial-Length Near-Surface Mounted (PLNSM) CFRP Strips
    Khol, Senghong
    Seo, Soo-Yeon
    Tran, Hai Van
    Hanif, Muhammad Usman
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2024, 18 (01)
  • [33] Flexural strengthening and repairing of heat damaged RC beams using continuous near-surface mounted CFRP ropes
    Murad, Yasmin
    Abu-AlHaj, Tareq
    STRUCTURES, 2021, 33 : 451 - 462
  • [34] Effectiveness of Externally Bonded and Near Surface-Mounted CFRP Reinforcement in Flexural Strengthening of RC Beams: Numerical Approach
    Alkhawaldeh, Ayah A.
    Al-Huthaifi, Nasser
    Obaidat, Yasmeen Taleb
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2022, 27 (02)
  • [35] Bond Behavior of Near-surface-mounted CFRP to Concrete Structure
    Peng H.
    Chou J.-X.
    Sun Y.
    Zhang J.-R.
    Gong S.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2019, 32 (12): : 156 - 166
  • [36] Effectiveness of timber beam strengthening with the near-surface-mounted technique
    Pisani, Marco Andrea
    Bertolli, Veronica
    D'Antino, Tommaso
    STRUCTURES, 2025, 73
  • [37] Seismic behavior of RC columns strengthened with near-surface-mounted aluminum alloy bars and CFRP wraps
    Wang, Haonan
    Xing, Guohua
    Zhao, Jiahua
    Wen, Fayong
    ENGINEERING STRUCTURES, 2022, 268
  • [38] Fibrous geopolymer paste composites for near-surface-mounted strengthening of reinforced concrete beams in flexure
    Salman, Wissam D.
    Mansor, Ahmed Abdullah
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2021, 14
  • [39] Near-Surface-Mounted Flexural Strengthening of Existing Concrete Structures
    Yamin, Joseph L.
    Millman, Daniel T.
    Concrete International, 2024, 46 (10) : 55 - 58
  • [40] Shear performance of rectangular section RC beams strengthened with near-surface-mounted GFRP bars
    Zhang, Haixia
    Sun, Chuang
    Li, Jie
    Li, Chengxiang
    INSIGHTS AND INNOVATIONS IN STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, 2016, : 1465 - 1470