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.007a.svgz" name="850562.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Shear stress-strain responses</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ijps/volume-2015/850562/figures/850562.fig.007b.svgz" name="850562.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Shear strain and chord rotation relation</td></tr></table>

<div>Average shear stress versus shear strain responses for coupling beam specimens.</div>

International Journal of Polymer Science

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Figure 7

Figure 7: Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members 