Bond of NSM FRP-strengthened concrete: round robin test initiative

@article{Bilotta2012BondON,
  title={Bond of NSM FRP-strengthened concrete: round robin test initiative},
  author={Antonio Bilotta and Francesca Ceroni and Joaquim A. O. Barros and In{\^e}s G. Costa and Aniello Palmieri and Zsombor Szab{\'o} and Emidio Nigro and Stijn Matthys and Gy{\"o}rgy L. Bal{\'a}zs and Marisa Pecce},
  journal={Journal of Composites for Construction},
  year={2012},
  volume={20},
  pages={04015026}
}
AbstractDespite the extensive research on the debonding behavior of fiber-reinforced polymer (FRP) strengthening systems, no standard methodology has been established on its experimental characterization. To assess the performance and reliability of small-scale testing on near-surface mounted (NSM) FRP strengthening systems, an experimental program was carried out on a series of nine NSM FRP strengthening systems (bars and strips), in the framework of an international round robin testing (RRT… 
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TLDR
The effect of the shape of the local bond–slip law and its parameters on the global response of the NSM FRP joint in terms of load capacity, effective bond length, slip, shear stress, and strain distribution along the bonded length are studied.
FEM-based modelling of NSM-FRP bond behaviour
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A Review on NSM-CFRP technique using in Shear Strengthening of RC Deep Beams
Near-Surface Mounted (NSM) using Fiber-Reinforced Polymer (FRP) bars has been become an effective technique to improve flexural and shear behavior of existing and or new Reinforced Concrete (RC)
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Among strengthening techniques based on fiber-reinforced polymer (FRP) composites, near-surface mounted (NSM) FRP rods are one of the most recent and promising acquisitions. Because bond performance
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