Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="391957.fig.001a" src="https://static.hindawi.com/articles/amse/volume-2013/391957/figures/391957.fig.001a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Overall setup  </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="391957.fig.001b" src="https://static.hindawi.com/articles/amse/volume-2013/391957/figures/391957.fig.001b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Specimen, incident, and transmitted bars </td></tr></table></td></tr></table>

<table>The 100-mm-diameter SHPB apparatus.</table>

Advances in Materials Science and Engineering

fig1

Figure 1

Figure 1: Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests 