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
  • [31] Reinforced Concrete Beams Strengthened with NSM CFRP Rods in Shear
    Al-Mahmoud, Firas
    Castel, Arnaud
    Trinh Quang Minh
    Francois, Raoul
    ADVANCES IN STRUCTURAL ENGINEERING, 2015, 18 (10) : 1563 - 1574
  • [32] Flexural Performance of NSM CFRP Strengthened Concrete Beams Under Temperature
    Jahani, Younes
    Baena, Marta
    Gomez, Javier
    Barris, Cristina
    Torres, Lluis
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 836 - 847
  • [33] Flexural behaviour of reinforced concrete beams strengthened by NSM technique using ECC
    Awad, Fady
    Husain, Mohamed
    Fawzy, Khaled
    FRATTURA ED INTEGRITA STRUTTURALE-FRACTURE AND STRUCTURAL INTEGRITY, 2022, 16 (60): : 291 - 309
  • [34] Shear behavior of composite stone beams reinforced with NSM longitudinal CFRP bars
    Miao, Wei
    Guo, Zi-Xiong
    Ye, Yong
    Basha, Syed Humayun
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 363
  • [35] Flexural and shear strengthening of RC beams with NSM technique and manually made CFRP bars
    Sharbatdar, M. K.
    Jaberi, M.
    SCIENTIA IRANICA, 2018, 25 (04) : 2012 - 2025
  • [36] Experimental study on bond behavior between heat-damaged recycled asphalt pavement concrete and NSM-CFRP strips
    Barham, Wasim S.
    Obaidat, Yasmeen Taleb
    Abdelrahman, Bahaa N.
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2021, 14
  • [37] Bending behavior of ftre damaged reinforced concrete slabs strengthened with NSM CFRP rods and repairing material overlay
    Pansuk, Withit
    Cao Nguyen Thi
    LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT, 2015, : 1323 - 1328
  • [38] Fire behaviour of reinforced concrete slab strips strengthened with prestressed NSM-CFRP laminates
    Azevedo, Adriana S.
    Firmo, Joao P.
    Correia, Joao R.
    Firouz, Reza M.
    Barros, Joaquim A. O.
    ENGINEERING STRUCTURES, 2023, 297
  • [39] Failure mode improvement and flexural performance of RC beams strengthened with prestressed NSM-CFRP bars anchored with additional aluminium alloy ribs
    Sun, Yu
    Zhu, Hong
    Zeng, Bin
    Wang, Qiang
    Dong, Zhiqiang
    Sun, Xinliang
    STRUCTURES, 2025, 72
  • [40] Experimental research on flexural behaviors of damaged PRC beams strengthened with NSM CFRP strips
    Yang, Jia
    Wang, Lianguang
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 190 : 265 - 275