Modeling the shear strength of concrete beams reinforced with CFRP bars under unsymmetrical loading

被引：20
|
作者：
Hawileh, R. A. [1 ]
Abdalla, J. A. [1 ]
Naser, M. Z. [2 ]
机构：
[1] Amer Univ Sharjah, Dept Civil Engn, POB 26666, Sharjah, U Arab Emirates
[2] Michigan State Univ, Dept Civil & Environm Engn, E Lansing, MI 48824 USA
来源：
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES | 2019年 / 26卷 / 15期
关键词：
Computational modeling; CFRP bars; shear strength; reinforced concrete beams; bond-slip; POLYMER BARS; RC BEAMS; BOND STRENGTH; FRP; BEHAVIOR; SIMULATION; MEMBERS; REBARS;
D O I：
10.1080/15376494.2018.1432803
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This study presents the development of a nonlinear finite element (FE) model that is capable of simulating the response and predicting the shear strength of concrete beams reinforced with carbon fiber-reinforced polymer (CFRP) bars. More specifically, this paper investigates the effect of unsymmetrical loading that creates two shear span-to-depth (a/d) ratios within the beam specimen and further complicates shear response. It is observed that the predicted FE results are in close agreement with the measured experimental results. Thus, it can be concluded that the developed models can be used to simulate the behavior of concrete beams reinforced with CFRP bars.
引用
收藏
页码：1290 / 1297
页数：8
相关论文
共 50 条
  • [1] Modeling of shear mechanisms and strength of concrete deep beams reinforced with FRP bars
    Chen, Hui
    Yi, Wei-Jian
    Ma, Zhongguo John
    Hwang, Hyeon-Jong
    COMPOSITE STRUCTURES, 2020, 234
  • [2] Shear Strength Prediction for Concrete Beams Reinforced with GFRP Bars
    Hamid, Noor Azlina A.
    Thamrin, Rendy
    Ibrahim, Azmi
    Hamid, Hanizah Abdul
    Salleh, Norhafizah
    Jamellodin, Zalipah
    Majid, Masni A.
    Khalid, Nur Hafizah A.
    INTERNATIONAL SYMPOSIUM ON CIVIL AND ENVIRONMENTAL ENGINEERING 2016 (ISCEE 2016), 2017, 103
  • [3] Continuous concrete beams reinforced with CFRP bars
    Ashour, A. F.
    Habeeb, M. N.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2008, 161 (06) : 349 - 357
  • [4] Concrete Shear Strength of Normal and Lightweight Concrete Beams Reinforced with FRP Bars
    Kim, Chung Ho
    Jang, Heui Suk
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2014, 18 (02)
  • [5] Shear strength of normal strength concrete beams reinforced with deformed GFRP bars
    Yost, JR
    Gross, SP
    Dinehart, DW
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2001, 5 (04) : 268 - 275
  • [6] Shear strength of normal and high strength concrete beams reinforced with GFRP bars
    Gross, SP
    Yost, JR
    Dinehart, DW
    Svensen, E
    Liu, N
    HIGH PERFORMANCE MATERIALS IN BRIDGES, 2003, : 426 - 437
  • [7] Numerical simulation of shear-strengthening of reinforced concrete beams by CFRP under cyclic loading
    Shahbazpanahi, Shahriar
    Ali, Hunar Farid Hama
    REVISTA DE LA CONSTRUCCION, 2019, 18 (02): : 271 - 281
  • [8] Parametric Study of Shear Strength of Concrete Beams Reinforced with FRP Bars
    Thomas J.
    Ramadass S.
    Journal of The Institution of Engineers (India): Series A, 2016, 97 (3) : 273 - 284
  • [9] Design for shear strength of concrete beams longitudinally reinforced with GFRP bars
    Thomas, Job
    Ramadass, S.
    STRUCTURAL ENGINEERING AND MECHANICS, 2015, 53 (01) : 41 - 55
  • [10] Prediction of shear strength for CFRP reinforced concrete beams without stirrups
    Elghandour, Bahaa
    Eltahawy, Reham
    Shedid, Marwan
    Abdelrahman, Amr
    ENGINEERING STRUCTURES, 2023, 284
12345