Flexural repairing of heat damaged reinforced concrete beams using NSM-BFRP bars and NSM-CFRP ropes

被引:9
|
作者
Al-Nsour, Rawand [1 ]
Abdel-Jaber, Mu'tasim [1 ,2 ]
Ashteyat, Ahmed [1 ]
Shatarat, Nasim [1 ]
机构
[1] Univ Jordan, Dept Civil Engn, Amman 11942, Jordan
[2] AL Ahliyya Amman Univ, Hourani Ctr Appl Sci Res, Amman, Jordan
来源
关键词
Near-surface mounted; BFRP bars; CFRP ropes; Heat damaged; Flexural capacity; PERFORMANCE;
D O I
10.1016/j.jcomc.2023.100404
中图分类号
TB33 [复合材料];
学科分类号
摘要
The introduction of Basalt Fiber Reinforced Polymer (BFRP) bars marks a significant milestone in the construction industry's pursuit of advanced and sustainable materials. The application of near-surface mounted (NSM) BFRP bars presents a promising, emerging approach for restoring heat-affected reinforced concrete (RC) elements. This study investigated experimentally and theoretically the flexural performance of rectangular RC beams subjected to a temperature of (650 degrees C) for 3 h, followed by repairing using NSM-BFRP bars and NSM carbon fiber-reinforced polymer (CFRP) ropes. Among the twelve designed RC beams, seven were repaired with NSM-BFRP bars and three with NSM-CFRP ropes to address flexural deficiencies. The primary focus areas included failure modes, ultimate capacity, and the recovery percentage of original flexural capacity. Results showed that recovering percentages ranging from 88.2 % to 127 %, beams repaired using NSM-BFRP bars gave almost the same behavior as those repaired using NSM-CFRP ropes. Theoretical outcomes agreed well with experimental findings, in alignment with the ACI 440.2R-08 guidelines.
引用
收藏
页数:14
相关论文
共 50 条
  • [21] Investigation on NSM-CFRP Ropes Shear Strengthened RC Beams with an Inclusion of Steel-reinforced Geopolymer in the Compressive Zone
    Sudibyo, Gathot Heri
    Tudjono, Sri
    Nurhuda, Ilham
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2024, 68 (04): : 1314 - 1327
  • [22] Durability of NSM-CFRP strengthened concrete beams under severe sulfate attack
    Aljabali, Hebah Mohammad
    Haddad, Rami H.
    Gharaibeh, Laith H.
    INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2025,
  • [23] Improving the Shear Capacity of Recycled Aggregate Concrete Beams with NSM-CFRP Strip
    Obaidat, Yasmeen Taleb
    Barham, Wasim
    Obaidat, Ala'Taleb
    Abuzakham, Hashem
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2023, 28 (03)
  • [24] Retrofitting Heat-Damaged concrete beams using different profiles of side NSM CFRP strips
    Haddad, Rami H.
    Yaghmour, Emad M.
    STRUCTURES, 2020, 28 : 2232 - 2243
  • [25] Behavior of repaired heat-damaged self-compacted concrete slabs with openings using NSM-CFRP strips
    Obaidat, Ala Taleb
    Obaidat, Yasmeen Taleb
    Ashteyat, Ahmed
    INTERNATIONAL JOURNAL OF STRUCTURAL INTEGRITY, 2024, 15 (05) : 993 - 1011
  • [26] Experiment on the Flexural Behavior of Reinforced Concrete Beams Strengthened with NSM Aluminum Alloy/GFRP Bars
    Gou H.-G.
    Xing G.-H.
    Wu M.-Y.
    Zhang P.-Y.
    Chang Z.-Q.
    Yu X.-G.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2019, 32 (08): : 125 - 133and164
  • [27] Assessment of shear damaged and NSM CFRP retrofitted reinforced concrete beams based on modal analysis
    Prado, Danilo Mascarenhas
    Araujo, Ivan Dario Gomez
    Haach, Vladimir G.
    Carrazedo, Ricardo
    ENGINEERING STRUCTURES, 2016, 129 : 54 - 66
  • [28] Flexural behavior of reinforced concrete T-section beams strengthened by NSM FRP bars
    Zhang, Y.
    Elsayed, M.
    Zhang, L. V.
    Nehdi, M. L.
    ENGINEERING STRUCTURES, 2021, 233
  • [29] Numerical Analysis on Flexural Behaviors of Prestressed Reinforced Concrete Beams Strengthened with NSM CFRP Strips
    Yang, Jia
    Liu, Xiao
    Li, Wei
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [30] Flexural Strengthening of Reinforced Concrete Beams with Variable Compressive Strength Using Near-Surface Mounted Carbon-Fiber-Reinforced Polymer Strips [NSM-CFRP]
    Al-zu'bi, Hebah
    Abdel-Jaber, Mu'tasim
    Katkhuda, Hasan
    FIBERS, 2022, 10 (10)