THE GRADIENT ANCHORAGE METHOD FOR PRESTRESSED CFRP STRIPS: FROM THE DEVELOPMENT TO THE STRENGTHENING OF AN 18 M LONG BRIDGE GIRDER

被引:5
作者
Breveglieri, Matteo [1 ]
Czaderski, Christoph [1 ]
Michels, Julien [2 ]
机构
[1] Empa Swiss Fed Labs Mat Sci & Technol, Dubendorf, Switzerland
[2] Re Fer AG, Brunnen, Switzerland
关键词
CFRP; Concrete strengthening; Prestressed FRP; Gradient anchorage;
D O I
10.2478/sjce-2018-0018
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The external bonding of carbon fiber-reinforced polymer (CFRP) strips by two-component epoxy adhesive on the concrete surfaces of buildings and bridges is a retrofitting method accepted worldwide. The gradient anchorage (GA) is an anchoring method especially developed to anchor prestressed CFRP strips to concrete elements without a need for mechanical clamping after the installation phase. This method takes advantage of the adhesives property to undergo accelerated curing when heated. The results of more than fifteen years of research on the development of the gradient anchorage at the Swiss Federal Laboratories for Materials Science and Technology (Empa) are presented in this paper. The basic principles and application steps are explained, and the main results starting from the development of the technique up to the testing of real scale girders are described, and the new challenges posed by this innovative system are highlighted. The gradient anchorage is a valid alternative to a mechanically anchored system for prestressed FRP (P-FRP).
引用
收藏
页码:29 / 40
页数:12
相关论文
共 35 条
  • [1] Effects of gradually anchored prestressed CFRP strips bonded on prestressed concrete beams
    Aram, Mohammad Reza
    Czaderski, Christoph
    Motavalli, Masoud
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2008, 12 (01) : 25 - 34
  • [2] Durability of of RC slabs strengthened with prestressed CFRP laminate strips under different environmental and loading conditions
    Correia, Luis
    Sena-Cruz, Jose
    Michels, Julien
    Franca, Paulo
    Pereira, Eduardo
    Escusa, Goncalo
    [J]. COMPOSITES PART B-ENGINEERING, 2017, 125 : 71 - 88
  • [3] Flexural behaviour of RC slabs strengthened with prestressed CFRP strips using different anchorage systems
    Correia, Luis
    Teixeira, Tiago
    Michels, Julien
    Almeida, Joao A. P. P.
    Sena-Cruz, Jose
    [J]. COMPOSITES PART B-ENGINEERING, 2015, 81 : 158 - 170
  • [4] Czaderski C, 2017, FORSCHUNG STRASSENWE
  • [5] Czaderski C., 2012, THESIS ETH ZURICH ZU
  • [6] 40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method
    Czaderski, Christoph
    Motavalli, Masoud
    [J]. COMPOSITES PART B-ENGINEERING, 2007, 38 (7-8) : 878 - 886
  • [7] EBR Strengthening Technique for Concrete, Long-Term Behaviour and Historical Survey
    Czaderski, Christoph
    Meier, Urs
    [J]. POLYMERS, 2018, 10 (01):
  • [8] Effect of curing conditions on strength development in an epoxy resin for structural strengthening
    Czaderski, Christoph
    Martinelli, Enzo
    Michels, Julien
    Motavalli, Masoud
    [J]. COMPOSITES PART B-ENGINEERING, 2012, 43 (02) : 398 - 410
  • [9] Deuring M, 1993, EMPA BERICHTE, V224
  • [10] Fatigue behaviour at elevated temperature of RC slabs strengthened with EB CFRP strips
    Gallego, Juan Manuel
    Czaderski, Christoph
    Breveglieri, Matteo
    Michels, Julien
    [J]. COMPOSITES PART B-ENGINEERING, 2018, 141 : 37 - 49