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Original scientific paper

https://doi.org/10.14256/JCE.3009.2020

Flexural Response of RC beams cast with normal and steel fibre concrete internally reinforced with various types of FRP bars

I.A. Sharaky
H. K. Shehab Eldin
Mohamed M. Shehata
Heba A. Mohamed


Full text: croatian pdf 558 Kb

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Full text: english pdf 543 Kb

page 1117-1130

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Abstract

Fibre Reinforced Polymer (FRP) bars can be used as an alternate for reinforcing bars to avoid corrosion of steel. Samples of reinforced concrete beams cast with normal or steel fibre concrete (SFC), internally reinforced with Glass Fibre Reinforced Polymer (GFRP) or steel bars, are prepared and tested in this paper. Experimental results show that compressive strength of concrete increases with an increase in steel fibre (SF) ratio used in this study (from 0% to 1.5%). Also, the beams reinforced with GFRP bars have a lower initial stiffness and higher ductility than those reinforced with steel bars.

Keywords

reinforced-concrete beams; fibre reinforced polymers; steel fibres; CFRP; GFRP; AFRP

Hrčak ID:

250468

URI

https://hrcak.srce.hr/250468

Publication date:

10.1.2021.

Article data in other languages: croatian

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