On the effect of initial strain on resistance moment of RC beams flexural strengthened with FRP

被引:0
|
作者
Ma, Jianxun [1 ]
Neale, K. W. [1 ]
Wang, Peng [1 ]
机构
[1] Xian Jiaotong Univ, Xian, Peoples R China
关键词
reinforced concrete beams; fibre reinforced polymer; flexural strengthening; initial strain;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The initial strain always occurs during strengthening RC beams. The purpose of this paper is to investigate the effect of initial strain on resistance moment of RC beams flexural strengthened with FRP. An equation to calculate the initial strain was developed. Then the effect of initial strain, the strain of FRP, the depth of neutral axis, resistance moment, at which the strengthening structures are failed, was discussed, and the different influence factors have been investigated, such as initial moment, ratio of steel reinforcement, ration of FRP reinforcement. Finally, based on these theoretical analysis, a modified computing method was developed, in which a revised FRP strain factor could be derived to be included in the current design equation.
引用
收藏
页码:1934 / 1943
页数:10
相关论文
共 50 条
  • [1] Flexural strength of RC beams strengthened with FRP plate
    Wong, WF
    Chiew, SP
    Sun, Q
    FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS, 2001, : 633 - 640
  • [2] Flexural Performance of RC Beams Strengthened with Polyester FRP Composites
    Huang, Liang
    Zhao, Liangke
    Yan, Libo
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2018, 16 (6A) : 715 - 724
  • [3] Flexural Performance of RC Beams Strengthened with Polyester FRP Composites
    Liang Huang
    Liangke Zhao
    Libo Yan
    International Journal of Civil Engineering, 2018, 16 : 715 - 724
  • [4] Effective strain of RC beams strengthened in shear with FRP
    Lee, Jung-Yoon
    Hwang, Hyun-Bok
    Doh, Jeung-Hwan
    COMPOSITES PART B-ENGINEERING, 2012, 43 (02) : 754 - 765
  • [5] Quantifying moment redistribution in FRP-strengthened RC beams
    Tajaddini, Abbas
    Ibell, Tim
    Darby, Antony
    Evernden, Mark
    Silva, Pedro
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2016, 169 (11) : 853 - 862
  • [6] Debonding failure modes of flexural FRP-strengthened RC beams
    Aram, Mohammad Reza
    Czaderski, Christoph
    Motavalli, Masoud
    COMPOSITES PART B-ENGINEERING, 2008, 39 (05) : 826 - 841
  • [7] Flexural Capacity of NSM FRP Strengthened RC Beams at Elevated Temperature
    Del Prete, Iolanda
    Bilotta, Antonio
    Di Fiore, Daniele
    Nigro, Emidio
    STRUCTURES IN FIRE, 2016, : 190 - 198
  • [8] Study on flexural behavior of partially bonded FRP strengthened RC beams
    Zhang, Zhimei
    Huang, Qingbin
    Journal of Railway Science and Engineering, 2020, 17 (04) : 965 - 971
  • [9] Flexural behavior of historical RC beams strengthened with hybrid FRP sheets
    Lin, Boxu
    Chun, Qing
    Mi, Zhengdong
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 20
  • [10] Flexural Behavior of Natural Hybrid FRP-Strengthened RC Beams and Strain Measurements Using BOTDA
    Chaiyasarn, Krisada
    Ali, Nazam
    Phuphasuwan, Phatthanayu
    Poovarodom, Nakhorn
    Joyklad, Panuwat
    Mohamad, Hisham
    Zhou, Mingliang
    Hussain, Qudeer
    POLYMERS, 2021, 13 (20)