The paper deals with the results of an experimental program aimed at the investigation of the bonding behavior of different types of FRP materials for strengthening: externally bonded carbon (EBR) plates, and bars or strips externally applied according to the Near Surface Mounted (NSM) technique. The overall experimental program consists of 18 bond tests on concrete specimens strengthened with EBR carbon plates and of 24 bond tests on concrete specimens strengthened with NSM systems (carbon, basalt and glass bars and carbon strips). The performances of each reinforcement system are presented, discussed and compared in terms of debonding load, load - slip relationship, and strain distribution; the failure mode of each system is also analyzed. The results of the experimental program allow a comparison of the effectiveness of the various EBR and NSM strengthening systems tested and evidence of some differences in the bond behavior.
Bond Tests on Concrete Elements Strengthened with EBR and NSM FRP Systems / Bilotta, Antonio; Ceroni, F.; DI LUDOVICO, Marco; Nigro, Emidio; Pecce, M.; Manfredi, Gaetano. - ACI SP-275:(2011), pp. 411-430. (Intervento presentato al convegno 10th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures tenutosi a Tampa (USA) nel 2-4 April 2011) [10.14359/51682434].
Bond Tests on Concrete Elements Strengthened with EBR and NSM FRP Systems
BILOTTA, ANTONIO;DI LUDOVICO, MARCO;NIGRO, EMIDIO;Pecce, M.;MANFREDI, GAETANO
2011
Abstract
The paper deals with the results of an experimental program aimed at the investigation of the bonding behavior of different types of FRP materials for strengthening: externally bonded carbon (EBR) plates, and bars or strips externally applied according to the Near Surface Mounted (NSM) technique. The overall experimental program consists of 18 bond tests on concrete specimens strengthened with EBR carbon plates and of 24 bond tests on concrete specimens strengthened with NSM systems (carbon, basalt and glass bars and carbon strips). The performances of each reinforcement system are presented, discussed and compared in terms of debonding load, load - slip relationship, and strain distribution; the failure mode of each system is also analyzed. The results of the experimental program allow a comparison of the effectiveness of the various EBR and NSM strengthening systems tested and evidence of some differences in the bond behavior.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
