Behavior and Analysis of Self-Consolidated Reinforced Concrete Deep Beams Strengthened in Shear

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="202171.fig.0013a" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.0013a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>BOR, (<svg height="14.35" id="M51" style="vertical-align:-3.22281pt" version="1.1" viewbox="0 0 21.5875 14.35" width="21.5875" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.35)">
<g transform="translate(72,-60.52)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑃</tspan>
</text>
<text transform="matrix(1,0,0,-1,-64.52,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">u</tspan>
<tspan style="font-size: 8.75px; " x="4.3759999" y="0">l</tspan>
<tspan style="font-size: 8.75px; " x="6.8090558" y="0">t</tspan>
</text>
</g>
</g>
</svg> = 550 KN)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="202171.fig.0013b" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.0013b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>BOISB, (<svg height="14.35" id="M52" style="vertical-align:-3.22281pt" version="1.1" viewbox="0 0 21.5875 14.35" width="21.5875" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.35)">
<g transform="translate(72,-60.52)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑃</tspan>
</text>
<text transform="matrix(1,0,0,-1,-64.52,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">u</tspan>
<tspan style="font-size: 8.75px; " x="4.3759999" y="0">l</tspan>
<tspan style="font-size: 8.75px; " x="6.8090558" y="0">t</tspan>
</text>
</g>
</g>
</svg> = 700 KN)</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="202171.fig.0013c" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.0013c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>BOIG1, (<svg height="14.35" id="M53" style="vertical-align:-3.22281pt" version="1.1" viewbox="0 0 21.5875 14.35" width="21.5875" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.35)">
<g transform="translate(72,-60.52)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑃</tspan>
</text>
<text transform="matrix(1,0,0,-1,-64.52,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">u</tspan>
<tspan style="font-size: 8.75px; " x="4.3759999" y="0">l</tspan>
<tspan style="font-size: 8.75px; " x="6.8090558" y="0">t</tspan>
</text>
</g>
</g>
</svg> = 610 KN)</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="202171.fig.0013d" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.0013d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>BOIG2, (<svg height="14.35" id="M54" style="vertical-align:-3.22281pt" version="1.1" viewbox="0 0 21.5875 14.35" width="21.5875" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.35)">
<g transform="translate(72,-60.52)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑃</tspan>
</text>
<text transform="matrix(1,0,0,-1,-64.52,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">u</tspan>
<tspan style="font-size: 8.75px; " x="4.3759999" y="0">l</tspan>
<tspan style="font-size: 8.75px; " x="6.8090558" y="0">t</tspan>
</text>
</g>
</g>
</svg> = 630 KN)</td></tr></table></td></tr></table>

<table>Crack patterns of RSCC beams strengthened by NSM-inclined reinforcement.</table>

International Scholarly Research Notices

fig13

Figure 13

Figure 13: Behavior and Analysis of Self-Consolidated Reinforced Concrete Deep Beams Strengthened in Shear 