Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures
By Laura De Lorenzis, Jin-Guang Teng. 2007
949 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/cc044b608107a84ae5c3ac04b2412727e0b6a00d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- Impact Loading
- J. Sena-Cruz
- Luis A. C. Neves
- L. Torres
- Thong M. Pham
- Marta Baena
- Mário R. F. Coelho
- C. Miàs
In Civil and Structural Engineering
- Impact Loading
- J. Sena-Cruz
- Luis A. C. Neves
- L. Torres
- Thong M. Pham
- Marta Baena
- Mário R. F. Coelho
- C. Miàs
Citations in the corpus
- Review of Concrete Structures Strengthened with FRP Against (2016, methodology): “In the NSM method, grooves are first cut into the concrete cover of a RC beam and the FRP reinforcement is bonded in the grooves [54].”
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, positive): “There are two interfaces in this technique, the bar–epoxy and the concrete–epoxy, in which the bond is affected by factors which include FRP properties, FRP surface treatment, bar size, groove surface, groove geometry, and adhesive, test setup and concrete properties [8].”
- A review on the bond behavior of FRP NSM systems in concrete (2015, background): “The most recent comprehensive review on the NSM tec hnique was published in 2007 [6].”