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Behaviour of steel fibre reinforced concrete beams under high rate loading

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Figure

Fig. 1 Load-time history describing the contact force generated during impact expressed as a pulse load (gradually reduced as a percentage of peak value to pinpoint actual failure point)
Table 1: Summary of design parameters characterising SFRC beams tested by Zhang et al
Fig. 3: Tensile stress-strain diagram adopted for modelling the beam tested by Zhang et al
Fig. 5: Comparison between experimental and numerical impact results of  maxPd/maxPs for SFRC beam tested by Zhang et al
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