Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ijps/volume-2015/850562/figures/850562.fig.006a.svgz" name="850562.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>CCB specimen</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ijps/volume-2015/850562/figures/850562.fig.006b.svgz" name="850562.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>SFRCCB specimen</td></tr></table>

<div>Cracking procedure and hysteretic behaviour of coupling beam specimens.</div>

International Journal of Polymer Science

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Figure 6

Figure 6: Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members 