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Shear behaviour of steel fibre reinforced concrete simply supported beams

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Figure

Figure 3(b). The concrete cylinder compressive strength was
Figure 4. Comparison between numerical and experimentalresults for SFRC beam tested by Sharma (1986): (a) dimensionsand loading arrangement and (b) results
Figure 6. Load–deflection curves for SFRC beams with(a) SI ¼ 0%, (b) SI ¼ 50%, (c) SI ¼ 100% and (d) no stirrups (NS)
Table 4. Results summary for beams with SI ¼ 50%
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