Numerical simulation of stress transfer in concrete beams bonded with FRP sheets

被引：0
|
作者：
Xu, T. [1 ]
Tang, C. A. [1 ]
Zhang, Y. B. [1 ]
Liang, Z. Z. [1 ]
机构：
[1] Dalian Univ, Ctr Mat Failure Modeling Res, Dalian 116622, Peoples R China
来源：
ADVANCES IN HETEROGENEOUS MATERIAL MECHANICS 2008 | 2008年
关键词：
FRP sheet; concrete; debonding; damage;
D O I：
暂无
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
The interfacial bonding behavior between FRP and concrete is the key problem for external bonding of fiber reinforced polymer or plastic (FRP) sheets to strengthen concrete structures. In this paper, 3D Realistic Failure Process Analysis code considering the heterogeneity of material on a meso-scale is employed to investigate the bonding behavior in FRP-concrete interface based on the single shear testing results. Numerical simulations agree well with the testing results in laboratory and visually reproduce the complete debonding failure process of FRP-concrete.
引用
收藏
页码：1514 / 1517
页数：4
相关论文
共 50 条
  • [21] Reinforced concrete beams with externally bonded FRP plates
    Raoof, M
    Hassanen, MAH
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 1343 - 1348
  • [22] Characterization of peeling strength of FRP sheets bonded on mortar and concrete
    Kimpara, I
    Kageyama, K
    Suzuki, T
    Ohsawa, I
    Yamaguchi, K
    PROCEEDINGS OF THE EIGHTH JAPAN-U.S. CONFERENCE ON COMPOSITE MATERIALS, 1999, : 1010 - 1019
  • [23] Strengthening performance of FRP sheets bonded to concrete tunnel linings
    Wu, Z
    He, W
    Yin, J
    Kojima, Y
    Asakura, T
    FIBRE-REINFORCEMENT POLYMER: REINFORCEMENT FOR CONCRETE STRUCTURES, VOLS 1 AND 2, PROCEEDINGS, 2003, : 1157 - 1166
  • [24] Flexural performance of reinforced concrete beams strengthened with prestressed FRP sheets: Experiments and numerical investigations
    Nguyen, Minh Hai
    Ho, Manh Hung
    Tran, Van Rin
    Phan, Hoang Nam
    Nguyen, Dang Dai Nam
    Huynh, Phuong Nam
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 21
  • [25] Numerical simulation on ultimate bearing capacity of FRP Reinforced Concrete Notched Beams
    Xia Peixiu
    Zou Guangping
    Lu Jie
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS IX, 2011, 452-453 : 337 - 340
  • [26] Test analysis for FRC beams strengthened with externally bonded FRP sheets
    Li, Lijuan
    Guo, Yongchang
    Liu, Feng
    CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (03) : 315 - 323
  • [27] Experimental study on RC beams strengthened with externally bonded FRP sheets
    Dong, Jiang-Feng
    Wang, Qing-Yuan
    Zhu, Yan-Mei
    Qiu, Ci-Chang
    Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition), 2010, 42 (05): : 197 - 203
  • [28] Statistical Characterization of Reinforced Concrete Beams Strengthened with FRP Sheets
    Kim, Yail J.
    Harries, Kent A.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (03) : 357 - 370
  • [29] Load capacity of concrete beams strengthened with external FRP sheets
    Wu, ZJ
    Davies, JM
    FIBRE-REINFORCEMENT POLYMER: REINFORCEMENT FOR CONCRETE STRUCTURES, VOLS 1 AND 2, PROCEEDINGS, 2003, : 217 - 225
  • [30] Numerical Simulation and Flexural Capacity of Hybrid-Bonded FRP Reinforced Concrete Beam
    Zhang, Feng
    Gao, Lei
    Zhang, Luke
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2023, 48 (10) : 12845 - 12858
12345