Hasan Ehssan Alobaidi
Alaa Hussein Al-Zuhairi

This study aims to compare the response of reinforced concrete (RC) T-beams strengthened with carbon fibre-reinforced polymer (CFRP) composite with that of non-strengthened control beams when subjected to monotonic two-point loading until failure for flexural once and shear again. The experimental programme tested eight RC T-beams, which included two reference beams without strengthening and six strengthened beams. The eight beams were divided into two main groups according to strengthening (flexural and shear). Experimental analysis was performed to study the effect of the CFRP laminate width in the flexural group and the spacing of CFRP U-wrap sheets in the shear group on the ultimate load capacity, load-strain relationship, and load-deflection relationship. Results show that increasing the width of the CFRP laminate in the flexural group improves the ultimate strengths to approximately ۹.۵%, ۳۵%, and ۴۱% for beams with CFRP laminate widths of ۵۰, ۱۰۰, and ۱۵۰ mm, respectively, compared with the reference non-strengthened beam. The stiffness of the beams increases in direct proportion to the width of the CFRP laminate. In the meantime, decreasing the spacing of the CFRP laminate in the shear group increases the ultimate strengths to approximately ۱۳.۲%, ۱۷.۷%, and ۲۳.۵% for beams with CFRP U-wrap sheet spacings of ۱۶۶, ۱۲۵, and ۱۰۰ mm, respectively, compared with the reference non-strengthened beam. Therefore, the spacing of the CFRP sheet is inversely proportional to the stiffness of the beam. Doi: ۱۰.۲۸۹۹۱/CEJ-۲۰۲۳-۰۹-۰۸-۰۵ Full Text: PDF

T-Beams; CFRP Composites; Bending Stresses; Shear Stresses.