Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars

323 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Investigation on Concrete Beams Reinforced with Basalt Rebars as an Effective Alternative of Conventional R/C Structures☆ (2013, unknown): “Design load for FRP reinforced concrete elements is about 35% of the limit load [20], Bishop, however, suggested to reduce the useful load to 25% of the nominal load capacity moment for overreinforced beams [21].”
Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement (2007, unknown): “A comparison with slab tests reported by Gilbert (2006) is presented in Fig.”
An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models (2009, background): “The calculations for the serviceability state were performed for loads up to 35% of the ultimate load, which is considered to be a value that covers sufficiently the usual range for GFRP RC beams [10,17,18].”
Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars (2015, methodology): “1R-06 [4], ECP 208 [18], ISIS Canada [21], CSA S806-02 [16], Mousavi and Esfahani [22] and Bischoff [14] at serviceability limit are 0.”