Strengthening of RC Members Using Near-Surface Mounted FRP Composites: Design Overview
By R. Parretti, A. Nanni. 2004
144 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/d4ecd9d8c1ce6ad10f2996f9d1ab6bf04c114ddd
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- A review on the bond behavior of FRP NSM systems in concrete (2015, result): “When compared with the Externally Bonded Reinforcem ent (EBR) technique, NSM has the following key advantages [1-3]: (i) reduced amount of preparation work, requiring only the opening of the grooves avoiding removal of degraded surface an d regularization of remaining surface; (ii) less pr one to pr”
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “It has become a popular method for strengthening RC members and masonry, thereby increasing both flexural and shear strength [7].”
- Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars (2014, background): “The bond at the two NSM interfaces (FRP-adhesive, adhesive-concrete) is affected by FRP properties, FRP surface treatment, bar size, groove surface, groove geometry, adhesive, test setup and concrete properties [1].”