Flexural performance of FRP reinforced concrete beams

By Ilker Fatih Kara, A. Ashour. 2012

137 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/940644153a359f026625ecb2cb7ff6667b168a02

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. A. Manalo
2. G. Maranan
3. Priyan Mendis
4. W. Karunasena
5. A. Shanour
6. A. Mahmoud
7. M. Said
8. M. Adam

In Civil and Structural Engineering

1. A. Manalo
2. G. Maranan
3. Priyan Mendis
4. W. Karunasena
5. A. Shanour
6. A. Mahmoud
7. M. Said
8. M. Adam

Citations in the corpus

• Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars (2015, result): “For GFRP reinforced concrete beams, the midspan deflection tends to decreased as the reinforcement ratio l increased, similar conclusion has been introduced by Ilker and Ashour [20].”
• Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars (2015, background): “[44] showed that, for over-reinforced FRP-reinforced concrete beams, a large increase in FRP reinforcement produced a modest”