SOME PARAMETERS AFFECTING SHEAR BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS LONGITUDINALLY REINFORCED WITH BFRP REBARS

@inproceedings{Awadallah2014SOMEPA,
  title={SOME PARAMETERS AFFECTING SHEAR BEHAVIOR OF HIGH STRENGTH FIBER REINFORCED CONCRETE BEAMS LONGITUDINALLY REINFORCED WITH BFRP REBARS},
  author={Zakaria H. Awadallah and M. H. Mesbah Ahmed and Omar Ahmed Farghal and M. Fahmy},
  year={2014}
}
This research studies the shear behavior of high strength fiber reinforced concrete beams longitudinally reinforced with Basalt Fiber Reinforced Plastic (BFRP) bars with and without stirrups. Eight high – strength reinforced concrete beams were tested. Steel fibers and stirrups were used either separately or together as shear reinforcement. The test variables were steel fiber content (Vf)% with and without minimum shear reinforcement. All beams were tested under a four point static loading up… CONTINUE READING

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