Canadian design code provisions for strengthening of concrete and masonry components with surface-bonded FRP

被引:0
|
作者
Cheng, JJR [1 ]
Lau, DT [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2G7, Canada
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the last decade, a significant progress has been made in the use of external fibre reinforced polymers (FRP) to repair and rehabilitate aging or damaged structures. Hence, a decision was made to include a section in the first edition of new Canadian Standard CSA S806, Design and Construction of Building Components with Fibre Reinforced Polymers, on strengthening of concrete and masonry components with surface-bonded FRP. The section is limited to concrete and masonry applications in which both laboratory and field performances have been substantiated. This paper covers the philosophy, provisions, and background used in the draft version of Canadian Standards Association CSA S806-00 for the design of concrete and masonry components strengthened externally with FRP. It includes provisions for the design of concrete beams and columns, and concrete and masonry walls strengthened externally by FRP sheets or plates. Commonly used surface-bonded FRP reinforcing materials and general installation requirements are also presented in the paper. The methods to confirm the properties of FRP and quality of the construction are discussed.
引用
收藏
页码:857 / 864
页数:8
相关论文
共 50 条
  • [31] Analysis of strain transfer between surface-bonded plastic optical fibers and concrete
    Bao, Tengfei
    Li, Jianming
    Zhu, Xi
    Gu, Chongshi
    OPTICAL ENGINEERING, 2019, 58 (02)
  • [32] Design provisions for laterally-loaded concrete brick/block masonry
    Ramamurthy, K.
    Rajasekhar, G.
    Indian Concrete Journal, 1994, 68 (12):
  • [33] Near surface mounted FRP reinforcement for strengthening of concrete structures
    Szabo, Zsombor Kalman
    Balazs, Gyoergy L.
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2007, 51 (01): : 33 - 38
  • [34] Assessment of fib Bulletin 90 Design Provisions for Intermediate Crack Debonding in Flexural Concrete Elements Strengthened with Externally Bonded FRP
    Codina, Alba
    Barris, Cristina
    Jahani, Younes
    Baena, Marta
    Torres, Lluis
    POLYMERS, 2023, 15 (03)
  • [35] THE TESTING OF CONCRETE MASONRY MATERIALS AND THE DEVELOPMENT OF THE IRISH STRUCTURAL MASONRY DESIGN CODE
    DOUGLAS, JG
    BRICK AND BLOCK MASONRY, VOLS 1-3, 1988, : 217 - 229
  • [36] The concrete design and construction provisions of the NFPA 5000 Building Code
    Ghosh, SK
    PCI JOURNAL, 2002, 47 (03): : 104 - +
  • [37] Flexural design of prestressed concrete beams with bonded FRP tendons
    Du, Xiu-Li
    Wang, Zuo-Hu
    Zhan, Jie-Dong
    Deng, Zong-Cai
    Beijing Gongye Daxue Xuebao / Journal of Beijing University of Technology, 2009, 35 (07): : 915 - 920
  • [38] Design Considerations for Retrofitting of Historic Masonry Structures with Externally Bonded FRP Systems
    Petrovcic, Simon
    Kilar, Vojko
    INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2022, 16 (07) : 957 - 976
  • [39] Behavior and design of FRP bonded autoclaved aerated concrete beams
    Tuncer, Erturk
    Binici, Baris
    Canbay, Erdem
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 282
  • [40] Shearography and thermography applied to a nondestructive evaluation of FRP strengthening systems bonded on concrete structures
    Taillade, Frédéric
    Revue des Composites et des Materiaux Avances, 2012, 22 (02): : 237 - 265