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Assessing punching shear failure in reinforced concrete flat slabs subjected to localised impact loading

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Figure

Fig. 1. Strain-rate ranges for various load sources (after [1]).
Fig. 3. CEB 187 model for punching shear failure (after [44]).
Fig. 5. Evaluation of punching shear capacity (unreinforced).
Fig. 8 shows the effect of strain-rate on the tensile strength and fracture toughness as described by the rate-dependent form of (6) for various strain-rate values ranging from 10 to 300/s, representing low to moderate impact loadings.
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