Flexural strengthening of concrete beams with CFRP laminates bonded into slits
By J. Barros, A. Fortes. 2005
310 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/b1890ea191f9625313da2aaac52c863a00400a3a
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
- L. Torres
- E. Bonaldo
- Paulo B. Lourenço
- J. Barros
- I. Sharaky
- Cristina Barris
- J. Lemos
- Gabriele Milani
In Civil and Structural Engineering
- L. Torres
- E. Bonaldo
- Paulo B. Lourenço
- J. Barros
- I. Sharaky
- Cristina Barris
- Gabriele Milani
- J. Lemos
Citations in the corpus
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “The flexural strengthening of concrete beams with NSM carbon fiber reinforced polymer (CFRP) laminates [18] led to an average increase of 91% in the ultimate load of the RC beams tested.”
- Bond characterization between concrete substrate and repairing SFRC using pull-off testing (2005, methodology): “In the last years, the Near Surface Mounted (NSM) strengthening technique has been used, with remarkable efficiency, to increase the flexural [1] and the shear resistance of concrete elements [2].”
- Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars (2014, background): “On the other hand, the results of the tests performed in [19] showed that using the CFRP strips as NSM increased the load capacity of strengthened beams by approximately 4.”