Issue 59

M. Madqour et al, Frattura ed Integrità Strutturale, 59 (2022) 62-77; DOI: 10.3221/IGF-ESIS.59.05

Figure 10: Numerical load-deflection curve for S03, S03S, and S03U beams.

Figure 11: Strain distribution and force equilibrium conditions for externally strengthened FRP beams.

THEORETICAL PREDICTION OF B EAM C APACITIES

everal research, including Wenwei et al. [32] and Chellapandian et al. [33], compared the experimental and theoretical flexural and shear capacities of various CFRP strengthening RC beams. S

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