An experimental study of different factors affecting the bond of NSM FRP bars in concrete

By I. Sharaky, L. Torres, Marta Baena, C. Miàs. 2013

142 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7ccfc4c728b88dc7c8c8e501cc8d96cac11b8fa3

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. L. Torres
2. I. Sharaky
3. Cristina Barris

In Civil and Structural Engineering

1. L. Torres
2. I. Sharaky
3. Cristina Barris

Citations in the corpus

• Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars (2014, methodology): “10 shows the transverse strain distribution in epoxy resulted from the pullout test performed on specimens with C1 and G1 bars (bond length = 192 mm) bonded with epoxy A and B respectively [7].”