Strengthening of RC members with near-surface mounted CFRP rods

By F. Al-Mahmoud, A. Castel, R. François, C. Tourneur. 2009

232 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7646c52d5dc1e3ca3c4bedd34c19593b84b016a9

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

• An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “The strength of the concrete had no effect on the load carrying capacity of the strengthened beam when an NSM system failure occurred [17,22,29].”
• Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars (2014, background): “Results reported in previous researches [15,17] showed that the load capacities of the strengthened beams increased as the bond length of the NSM bars increased.”