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Aboutaha, R.S. (2002) Ductility of CFRP Strengthened Concrete Flexural Members. In: Wendichansky, D. and Paumarada-O’Neill, L.F., Eds., Rehabilitating and Repairing the Buildings and Bridges of Americas: Hemispheric Workshop on Future Directions, ASCE, Reston. https://doi.org/10.1061/40613(272)1

has been cited by the following article:

• TITLE: Shear Strengthening of Reinforced Concrete (RC) with FRP Sheets Using Different Guidelines

  AUTHORS: Bashir H. Osman

  KEYWORDS: FRP Sheets, Strengthening, RC Beams, ANSYS, ACI

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.11 No.2, May 12, 2023

  ABSTRACT: The aim of this study is to investigate the influence of fiber reinforcement polymer (FRP) on shear behavior of reinforcement concrete (RC) beams with various guidelines. The FRP thickness, beam depth and concrete strength at ultimate load are considered as main strength parameters. A finite element (FE) by using ANSYS computer program was used to analyzethe reinforced concrete beams. The numerical modelswereused to investigate the effect of beam depth, concrete strength, CFRP sheet configuration, and CFRP sheet thickness on the behavior of reinforced concrete beams strengthened with CFRP sheets compared with different guidelines. The results from ACI guideline show little differencecompared with FE, which make it suitable for RC beams strengthened with FRP sheets.