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- W2912831174 abstract "Fibre Reinforced Polymer (FRP) as an alternative to steel Reinforced Concrete (RC)beams has become increasingly popular. The main advantages of FRP include highstrength to weight ratio and its corrosion resistance. Such benefits in the field of civilengineering are hard to ignore. In this work, the effect of using Carbon Fibre ReinforcedPolymer (CFRP) bars as shear reinforcement in RC beams has been studied. All beamswere cast using High Strength Self-Compacting Concrete (HSCC). Self-CompactingConcrete (SCC) offers many advantages such as having a low noise-level when used inplants and construction sites; eliminating problems associated with vibrations; requiringless labour; improving quality and durability; and faster construction of structures.The shear behaviours and modes of failure for seven full scale laboratory specimenshave been analysed. These specimens were shear reinforced using CFRP and steelstirrups. The shear capacity and behaviour of RC beams using CFRP stirrups werecompared with the shear those of RC beams using steel stirrups. Further, this work hasexamined the effect of reducing CFRP shear reinforcement spacings with the shearbehaviour of reinforced concrete beams.Furthermore, in this research the ultimate moment capacity, load-deflectionrelationship, the crack initiation load, and the crack width of the beams were studied.Among other the results of this study show that using internally straight CFRP shearreinforcement is an excellent alternative to using the normal steel stirrups in RC beams.The use of propose shear reinforcements will help to avoid brittle rupture and causesbeams to exhibit more deflections. In addition, this study showed that the RC beam withCFRP stirrups, and the RC beams with straight steel bar as shear reinforcement, showed ivsimilar behaviour. The beams with CFRP stirrups bar had smaller cracks spacing andthey are more resistant to propagation of shear cracks." @default.
- W2912831174 created "2019-02-21" @default.
- W2912831174 creator A5018117879 @default.
- W2912831174 date "2012-01-01" @default.
- W2912831174 modified "2023-09-27" @default.
- W2912831174 title "A comparative study between CFRP and steel shear reinforcement bar in self compacting reinforced concrete beams / Mohsen Kobraei" @default.
- W2912831174 hasPublicationYear "2012" @default.
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