Flexural Behavior of High-Volume Steel Fiber Cementitious Composite Externally Reinforced with Basalt FRP Sheet

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/je/volume-2016/2857270/figures/2857270.fig.005a.svgz" name="2857270.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>BFRP orientation at 45°</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/je/volume-2016/2857270/figures/2857270.fig.005b.svgz" name="2857270.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>BFRP orientation at 90°</td></tr></table>

<div>Top view of orientation of FRP sheets to the axis of beam (tension zone).</div>

Journal of Engineering

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Figure 5

Figure 5: Flexural Behavior of High-Volume Steel Fiber Cementitious Composite Externally Reinforced with Basalt FRP Sheet 