Characterization of FRP Rods as Near-Surface Mounted Reinforcement
By Laura De Lorenzis, A. Nanni. 2001
186 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/544dbc83d9cb80f14929e14b95d3bf215465e3ed
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- A modified pull-out test for bond of near-surface mounted FRP rods in concrete (2002, background): “Beside field applications and experimental field projects, laboratory projects on NSM FRP rods for structural strengthening of concrete members have been carried out during the past three years [3–10].”
- Strengthening of RC Members Using Near-Surface Mounted FRP Composites: Design Overview (2004, methodology): “When computing Vf , two strain limits need to be taken into account (De Lorenzis and Nanni 2001a) namely: strain from bond-controlled failure, and maximum strain threshold of 0.004.”
- Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars (2014, unknown): “The results obtained from the beam bond test in [16] illustrated that the ultimate load increased as the bond length of the rod increased, and that the resistance to splitting increased as the size of the square grooves increased.”