Performance of reinforced concrete T beams strengthened in shear with NSM CFRP laminates

By S. Dias, J. Barros. 2010

142 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/dfaee1aab294d8859f57c5ff9debad5720a69854

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

1. J. Correia
2. P. França
3. J. Firmo
4. Jorge de Brito
5. D. Bournas

In Civil and Structural Engineering

1. J. Correia
2. P. França
3. J. Firmo
4. Jorge de Brito
5. D. Bournas

Citations in the corpus

• An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “Other research has focused on the effect of NSM reinforcement on the flexural behavior of strengthened RC beams [15–28].”
• Fire behaviour of reinforced concrete beams strengthened with CFRP laminates: Protection systems with insulation of the anchorage zones (2012, methodology): “The average tensile properties of the CFRP laminates, determined according to ISO 527 [32] by Dias and Barros [33], are as follows: tensile strength of rfu = 2741.”