The bond of near-surface mounted reinforcement to low-strength concrete

Abstract

This paper focuses on the bond between near-surface mounted (NSM) reinforcement and low-strength concrete. In order to investigate this, eight beams made of low-strength concrete were made. The compressive strength of this concrete varied from 14.22 MPa to 16.83 MPa. These beams were then tensioned under monotonic loading until failure. The test setups differed in terms of their groove size and the type of reinforcement (a rod and plate of carbon fiber reinforced polymer, prestressing steel). Based on the achieved results and analysis, it was found that the NSM method can be applied to low-strength concrete. Furthermore, the application of a NSM reinforcement rod and plate, made of the carbon fiber reinforced polymer, and prestressing steel showed a satisfactory bond strength when compared to low-strength concrete. However, the carbon plates performed better in terms of failure load and rate use than the rods made of carbon and the prestressing steel. Moreover, the results showed that the increase of groove size for the near-surface mounted reinforcement made of prestressing steel did not have an effect on the failure mode. In addition, a significant increase of the failure load was observed for the prestressing steel. Finally, the effect of concrete strength was analyzed and compared with the results found in literature.

Keywords:

• Bond strength
• near-surface mounted reinforcement
• carbon fiber reinforced polymer
• prestressing steel

Acknowledgement

The authors would like to thank Pr Chabane Bousbaa, Pr Nourredine Bouaouadja and Pr Taher Douadi for their assistance in helping us complete the research.

The writers would also like to thank, in no particular order, Granitex, Ouahiba Brazene, Fatima Douadi, Mr Cherif Boulebchouche, TREFISOUD EL Eulma, and SOFICAR France® for their kind support involving the partial materials used in the study.