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

被引:10
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
COMPOSITES PART C: OPEN ACCESS | 2023年 / 12卷
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 34 条
  • [1] A.A. Standard, 2011, ACI 318-11
  • [2] Abdallah M, 2020, COMPOS STRUCT, V242
  • [3] Influence of Stirrup Spacing on the Strengthening and Rehabilitating of RC T-beams Using Near-Surface Mounted Carbon-Fiber-Reinforced Polymer Strips
    Abdel-Jaber, Ma'en
    Abdel-Jaber, Mu'tasim
    Katkhuda, Hasan
    Shatarat, Nasim
    Sulaiman, Alaa
    El-Nimri, Rola
    [J]. FIBERS, 2022, 10 (12)
  • [4] Influence of Compressive Strength of Concrete on Shear Strengthening of Reinforced Concrete Beams with Near Surface Mounted Carbon Fiber-Reinforced Polymer
    Abdel-Jaber, Ma'en
    Abdel-Jaber, Mu'tasim
    Katkhuda, Hasan
    Shatarat, Nasim
    El-Nimri, Rola
    [J]. BUILDINGS, 2021, 11 (11)
  • [5] Influence of Externally Bonded CFRP on the Shear Behavior of Strengthened and Rehabilitated Reinforced Concrete T-Beams Containing Shear Stirrups
    Abdel-Jaber, Mu'tasime
    [J]. FIBERS, 2021, 9 (12)
  • [6] Performance of BFRP RC beams using high strength concrete
    Abed, Farid
    Al-Mimar, Mustafa
    Ahmed, Sara
    [J]. COMPOSITES PART C: OPEN ACCESS, 2021, 4
  • [7] Experimental and analytical investigation of using externally bonded, hybrid, fiber-reinforced polymers to repair and strengthen heated, damaged RC beams in flexure
    Al Rjoub, Yousef
    Obaidat, Ala
    Ashteyat, Ahmed
    Alshboul, Khalid
    [J]. JOURNAL OF STRUCTURAL FIRE ENGINEERING, 2022, 13 (03) : 391 - 417
  • [8] Shear Strengthening and Repairing of Reinforced Concrete Deep Beams Damaged by Heat Using NSM-CFRP Ropes
    Al-khreisat, Ahmad
    Abdel-Jaber, Mu'tasime
    Ashteyat, Ahmed
    [J]. FIBERS, 2023, 11 (04)
  • [9] Structural performance of corroded RC beams repaired with CFRP sheets
    Al-Saidy, A. H.
    Al-Harthy, A. S.
    Al-Jabri, K. S.
    Abdul-Halim, M.
    Al-Shidi, N. M.
    [J]. COMPOSITE STRUCTURES, 2010, 92 (08) : 1931 - 1938
  • [10] 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
    [J]. FIBERS, 2022, 10 (10)