Research Article
Behavior of Steel-Fiber-Reinforced Concrete (SFRC) Slab-on-Grade under Impact Loading
Figure 5
Reaction force vs. time history of reinforced concrete slab: (a) Vf = 0% (TH21) specimen, (b) Vf = 0.5% (TH31) specimen, (c) Vf = 1% (TH41) specimen, and (d) Vf = 1.5% (TH51) specimen.
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