Issue 64

A. Abdo et alii, Frattura ed Integrità Strutturale, 64 (2023) 148-170; DOI: 10.3221/IGF-ESIS.64.10

Figure 5: The effect of steel fiber volume fraction and fly ash on the maximum load. 75 77 79 81 83 85 87 89 91 93 95 0% 1% 1% 2% 2% 3% 3% 4% 4% 5% Max load (kN) Steel fiber Vf % 15% FA

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(c) (d) Figure 6: Hysteretic curve of the (a) control beam and beams with steel fiber 2% and fly ash (b) 15%, (c) 30%, and (d) 45%

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