A modified pull-out test for bond of near-surface mounted FRP rods in concrete

被引:211
|
作者
De Lorenzis, L [1 ]
Rizzo, A [1 ]
La Tegola, A [1 ]
机构
[1] Univ Lecce, Dept Innovat Engn, I-73100 Lecce, Italy
关键词
carbon fibre; reinforcement; bond; mechanical testing;
D O I
10.1016/S1359-8368(02)00052-5
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Among the strengthening techniques based on fiber-reinforced polymer (FRP) composites, the use of near-surface mounted (NSM) FRP rods is emerging as a promising technology for increasing flexural and shear strength of deficient concrete, masonry and timber members. In order for this technique to perform effectively, bond between the NSM reinforcement and the substrate material is a critical issue. Aim of this project was to investigate the mechanics of bond between NSM FRP rods and concrete, and to analyze the influence of the most critical parameters on the bond performance. Following up to previous investigations, a different type of specimen was designed in order to obtain a test procedure as efficient and reliable as possible. Among the investigated variables were: type of FRP rod (material and surface pattern), groove-filling material, bonded length, and groove size. Results of the first phase of the project are presented and discussed in this paper. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:589 / 603
页数:15
相关论文
共 50 条
  • [21] Bond performance between surface-modified bamboo bars and concrete under pull-out loading
    Wang, Gaofei
    Wei, Yang
    Chen, Si
    Zhao, Kang
    Zhou, Zhengyan
    JOURNAL OF BUILDING ENGINEERING, 2023, 79
  • [22] Bond Strength Model for CFRP Strips Near-Surface Mounted to Concrete
    Zhang, S. S.
    Teng, J. G.
    Yu, T.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2014, 18 (03)
  • [23] The bond of near-surface mounted reinforcement to low-strength concrete
    Douadi, Abdellah
    Merdas, Abdelghani
    Sadowski, Lukasz
    JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY, 2019, 33 (12) : 1320 - 1336
  • [24] Flexural and shear strengthening of reinforced concrete structures with near surface mounted FRP rods
    De Lorenzis, L
    Nanni, A
    La Tegola, A
    ADVANCED COMPOSITE MATERIALS IN BRIDGES AND STRUCTURES, 2000, : 521 - 528
  • [25] Nonlinear 3D Model of Double Shear Lap Tests for the Bond of Near-surface Mounted FRP Rods in Concrete Considering Different Embedment Depth
    Haryanto, Yanuar
    Hu, Hsuan-Teh
    Han, Ay Lie
    Hsiao, Fu-Pei
    Teng, Charng-Jen
    Hidayat, Banu Ardi
    Nugroho, Laurencius
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2021, 65 (03): : 878 - 889
  • [26] Modified Beam Bond Test on Externally Bonded and Near Surface Mounted FRP Strengthened RC Beams
    Kotynia, Renata
    ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING, 2010, : 567 - 571
  • [27] Bond Behaviour Between Reinforcing Bars and Geopolymer Concrete By Using Pull-out Test
    Nurwidayati, Ratni
    Ekaputri, Januarti
    Triwulan
    Suprobo, Priyo
    5TH INTERNATIONAL CONFERENCE ON SUSTAINABLE BUILT ENVIRONMENT (ICSBE 2018), 2019, 280
  • [28] EXPERIMENTAL INVESTIGATION OF BOND BETWEEN GFRP REINFORCEMENT AND CONCRETE USING PULL-OUT TEST
    Holly, I.
    Gazovicova, N.
    ENGINEERING MECHANICS 2018 PROCEEDINGS, VOL 24, 2018, : 309 - 312
  • [29] Size and shape effect in the pull-out of FRP reinforcement from concrete
    Barbieri, Gaia
    Biolzi, Luigi
    Bocciarelli, Massimiliano
    Cattaneo, Sara
    COMPOSITE STRUCTURES, 2016, 143 : 395 - 417
  • [30] Modeling of bond between near-surface mounted CFRP laminate strips and concrete
    Cruz, JS
    Barros, J
    COMPUTERS & STRUCTURES, 2004, 82 (17-19) : 1513 - 1521