Aspects of behaviour of CFRP reinforced concrete beams in bending

By M. M. Rafi, A. Nadjai, F. Ali, D. Talamona. 2008

145 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4c68530620774bd0a5c876d87c31c0fb9eb9f209

Citations in the corpus

• Structural behaviour of RC beams with external flexural and flexural-shear strengthening by FRP sheets (2013, unknown): “The ultimate load carrying capacity of the beams strengthened in flexural also can be estimated from the design models by adding the steel contribution [7] and the FRP contribution, which was proposed by Toutanji et al.”
• 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].”
• An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models (2009, unknown): “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].”