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Punching shear strength of steel fibre reinforced concrete slabs

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Figure

Fig. 1. Post-cracking behaviour of fibre-reinforced concrete. Matrix and fibre contributions.
Fig. 6. Coupling of matrix and fibres contributions to punching shear capacity.
Fig. 9. Punching shear strength as a function of the fibre volume: (a) CSCT failure criteria and load–rotation relationships for elements tested by Swamy and Ali [5]; (b) experimental and predicted punching shear strengths.
Fig. 10 shows the ratio between the experimentally measured punching shear strength and the punching shear strength  calcu-lated through the proposed design formula for the experimental database (all safety factors were set to 1.0 for comparison to test re

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