Influence of fibers on flexural behavior and ductility of concrete beams reinforced with GFRP rebars
By M. Issa, I. Metwally, S. Elzeiny. 2011
189 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ba45e353beaddffa99d6367aafb6ee2706d01df4
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
- B. Benmokrane
- A. Manalo
- A. D. Luca
- G. Maranan
- Priyan Mendis
- W. Karunasena
- Hany Jawaheri Zadeh
- A. Nanni
In Civil and Structural Engineering
- B. Benmokrane
- A. Manalo
- A. D. Luca
- G. Maranan
- Priyan Mendis
- W. Karunasena
- Hany Jawaheri Zadeh
- A. Nanni
Citations in the corpus
- Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars (2015, background): “23) modified with by incorporating a reduction factor βd (Equation 22) to account for the reduced tension stiffening in the FRP-reinforced members [45].”
- Reinforced Concrete with FRP Bars: Mechanics and Design (2014, methodology): “In addition to FIB (Fédération Internationale du Béton) bulletin 40, “FRP Reinforcement in RC Structures,” published by the International Federation for Structural Concrete [22], some historical and well-known Introduction 7 guidelines specific to FRP-RC available around the world follow [12,13,20,2”