Experimental study of RC beams strengthened with pre-stressed CFRP sheets

被引:0
|
作者
Yang, YX [1 ]
Yue, QR [1 ]
机构
[1] Natl Engn Res Ctr Diagnosis & Rehabil Ind Bldg, Beijing 100088, Peoples R China
来源
PROCEEDINGS OF THE EIGHTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2 | 2004年
关键词
carbon fibre reinforced polymer sheets; pre-stressed; RC beams; experimental study;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The technology of concrete structures strengthened with fiber reinforced polymer (FRP) sheets has been developing in China recently. There is much progress in material manufacture, design theory, construction means and so on. The basic technology system of repairing civil structures with FRP materials has been established. However, the advantage of high strength of CFRP sheets has been not used sufficiently for general technique of structures strengthened with CFRP sheets. It is indicated by existing research fruits that RC beams strengthened with pre-stressed CFRP sheets is a possible and effective method. Six RC beam tests have been finished in this paper. Various parameters have been exampled to purpose of investigating the effects of RC beams strengthened with CFRP sheets, such as prestress degree, amount'of pre-stressed CFRP sheets and anchor method etc. The high-strength advantages of CFRP materials can be developed efficiently during the loading process of the RC beam strengthened with pre-stressed CFRP sheets. It is a new evolution for us to use CFRP materials to civil engineering.
引用
收藏
页码:1043 / 1049
页数:7
相关论文
共 50 条
  • [21] Analysis of Interface Properties of Hybrid Pre-stressed Strengthening RC Beams with Crack
    Xie Zhihong
    Huang Peiyan
    Guo Yongchang
    Deng Jun
    Zhong Genquan
    ISCM II AND EPMESC XII, PTS 1 AND 2, 2010, 1233 : 830 - +
  • [22] Influence of the percentage of reinforcement by unstressed rebar on the deformability of pre-stressed RC beams
    Blikharskyy, Yaroslav
    Selejdak, Jacek
    Bobalo, Taras
    Khmil, Roman
    Volynets, Mykhailo
    PRODUCTION ENGINEERING ARCHIVES, 2021, 27 (03) : 212 - 216
  • [23] Prediction of prestress losses in RC beams externally strengthened with prestressed CFRP sheets/plates
    Wang, Wen-Wei
    Dai, Jian-Guo
    Harries, Kent A.
    Zhang, Lei
    JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2014, 33 (08) : 699 - 713
  • [24] Experimental Behaviour of RC Beams Shear Strengthened with NSM CFRP Laminates
    Dias, S. J. E.
    Barros, J. A. O.
    STRAIN, 2012, 48 (01) : 88 - 100
  • [25] Flexural Performance of RC Beams Strengthened with Pre-Stressed Iron-Based Shape Memory Alloy (Fe-SMA) Bars: Numerical Study
    Khalil, Ahmed
    Elkafrawy, Mohamed
    Abuzaid, Wael
    Hawileh, Rami
    AlHamaydeh, Mohammad
    BUILDINGS, 2022, 12 (12)
  • [26] Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with CFRP/SMA Composite Sheets
    Wang W.
    Zhou C.
    Zhang Y.
    Xue Y.
    Yin S.
    Li S.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2021, 29 (02): : 282 - 295
  • [27] Experimental and analytical study on flexural behavior of corroded RC beams strengthened with CFRP rods and UHPC
    Wang, Wentao
    Li, Lei
    Chen, Jing
    Dai, Kuangyu
    ENGINEERING STRUCTURES, 2025, 323
  • [28] An Experimental Study Of RC Beams With Varying Concrete Strength Classes Externally Strengthened With CFRP Composites
    Cosgun, Turgay
    JOURNAL OF ENGINEERED FIBERS AND FABRICS, 2015, 10 (04): : 148 - 159
  • [29] Study on the effect of pre-stressed level on the force performance of wedge steel plate jacket and steel wire mesh-PCM strengthened RC beams
    Zhong, Shuanghui
    He, Mingsheng
    Ding, Yizhe
    Li, Yucheng
    STRUCTURES, 2023, 57
  • [30] FLEXURAL BEHAVIOUR OF RC BEAMS STRENGTHENED WITH NSM CFRP AND GFRP BARS - EXPERIMENTAL AND NUMERICAL STUDY
    Rankovic, Slobodan
    Folic, Radomir
    Mijalkovic, Marina
    REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS, 2013, 43 (04): : 377 - 390