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.
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Nancy Univ, IUT Nancy Brabois, Equipe Mat Genie Civil, Inst Jean Lamour, F-54601 Villers Les Nancy, FranceNancy Univ, IUT Nancy Brabois, Equipe Mat Genie Civil, Inst Jean Lamour, F-54601 Villers Les Nancy, France
Al-Mahmoud, Firas
Castel, Arnaud
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Univ Toulouse UPS, INSA, LMDC, F-31077 Toulouse, FranceNancy Univ, IUT Nancy Brabois, Equipe Mat Genie Civil, Inst Jean Lamour, F-54601 Villers Les Nancy, France
Castel, Arnaud
Francois, Raoul
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Univ Toulouse UPS, INSA, LMDC, F-31077 Toulouse, FranceNancy Univ, IUT Nancy Brabois, Equipe Mat Genie Civil, Inst Jean Lamour, F-54601 Villers Les Nancy, France
Francois, Raoul
Tourneur, Christian
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Freyssinet, Velizy Villacoublay, FranceNancy Univ, IUT Nancy Brabois, Equipe Mat Genie Civil, Inst Jean Lamour, F-54601 Villers Les Nancy, France