Flexural Behavior of Reinforced High-Performance Concrete Beams Made with Steel Slag Coarse Aggregate

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="374807.fig.004a" src="https://static.hindawi.com/articles/isrn/volume-2011/374807/figures/374807.fig.004a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Tension Failure</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="374807.fig.004b" src="https://static.hindawi.com/articles/isrn/volume-2011/374807/figures/374807.fig.004b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Compression Failure</td></tr></table></td></tr></table>

<table>The two governed modes of failure.</table>

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Figure 4

Figure 4: Flexural Behavior of Reinforced High-Performance Concrete Beams Made with Steel Slag Coarse Aggregate 