Edge debonding in FRP strengthened beams: Stress versus energy failure criteria

被引:65
|
作者
Carpinteri, A. [1 ]
Cornetti, P. [1 ]
Pugno, N. [1 ]
机构
[1] Politecn Torino, Dept Struct Engn & Geotechn, Turin, Italy
关键词
FRP strips; Strengthening; Failure criteria; Fracture mechanics; Energy release rate; Equivalent beam model; Shear lag model; RC BEAMS; MECHANICS; PLATE; DELAMINATION; STRIPS;
D O I
10.1016/j.engstruct.2009.05.015
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the present paper we analyse the edge debonding failure of a beam strengthened by a fibre reinforced polymer. As well known from the literature, a stress concentration is found at the edge of the reinforcement which triggers the debonding of the fibre reinforced polymer strip when the load reaches a certain critical threshold. Two failure criteria are proposed to study the debonding mechanism. The former is a stress assessment criterion, i.e. failure takes place whenever the maximum shearing stress reaches a limit value (the interfacial bond strength). The latter is an energy, fracture mechanics criterion, i.e. failure takes place as the strain energy release rate reaches a critical value (the interfacial fracture energy). It is argued that the energy criterion is more effective to address the edge debonding failure mode. However, under the assumption of shear lag behaviour for the adhesive layer between the beam and the reinforcement, a general rule linking the two approaches is set, thus providing the key to bypass the rather complicated energetic analysis. The final part of the paper is devoted to the crack instabilities that may occur after the debonding initiates, i.e. snap-back and snap-through phenomena. The size effect is then investigated by means of a dimensional analysis and a simplified formula providing the critical load is proposed that could be useful in engineering practice. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2436 / 2447
页数:12
相关论文
共 50 条
  • [1] Dynamic edge debonding in FRP strengthened beams
    Rabinovitch, Oded
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2014, 47 : 309 - 326
  • [2] Size effect in the debonding failure of FRP strengthened beams
    Ben Dror, Efrat
    Rabinovitch, Oded
    ENGINEERING FRACTURE MECHANICS, 2016, 156 : 161 - 181
  • [3] Prediction of debonding failure in FRP strengthened RC beams
    Pan, Jianwu
    Cao, Shuangyin
    ISISS 2005: Innovation & Sustainability of Structures, Vol 1-3, 2005, : 1814 - 1824
  • [4] Debonding in FRP strengthened beams: Stress assessment versus fracture mechanics approach
    Carpinteri, A.
    Cornetti, P.
    Pugno, N.
    FRACTURE MECHANICS OF CONCRETE AND CONCRETE STRUCTURES, VOLS 1-3: VOL 1: NEW TRENDS IN FRACTURE MECHANICS OF CONCRETE; VOL 2: DESIGN, ASSESSMENT AND RETROFITTING OF RC STRUCTURES; VOL 3: HIGH-PERFORMANCE CONCRETE, BRICK-MASONRY AND ENVIRONMENTAL ASPECTS, 2007, 1-3 : 1053 - 1060
  • [5] Debonding failure analysis of prestressed FRP strengthened RC beams
    Hoque, Nusrat
    Jumaat, Mohd Z.
    STRUCTURAL ENGINEERING AND MECHANICS, 2018, 66 (04) : 543 - 555
  • [6] Cohesive interface modeling of debonding failure in FRP strengthened beams
    Rabinovitch, Oded
    JOURNAL OF ENGINEERING MECHANICS, 2008, 134 (07) : 578 - 588
  • [7] Effect of creep on the edge debonding failure of FRP strengthened RC beams - A theoretical and experimental study
    Hamed, Ehab
    Chang, Zhen-Tian
    COMPOSITES SCIENCE AND TECHNOLOGY, 2013, 74 : 186 - 193
  • [8] 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
  • [9] Debonding failure strength of RC beams shear-strengthened with FRP
    Chen, JF
    Teng, JG
    FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS, 2001, : 685 - 693
  • [10] IC debonding failure in RC beams strengthened with FRP: Strain-based versus stress increment-based models
    Lopez-Gonzalez, Julio C.
    Fernandez-Gomez, Jaime
    Diaz-Heredia, Elena
    Lopez-Agui, Juan C.
    Villanueva-Llaurado, Paula
    ENGINEERING STRUCTURES, 2016, 118 : 108 - 124