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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="left">Steel type</td><td align="center">yield strength <svg height="12.725" id="M6" style="vertical-align:-4.74141pt" version="1.1" viewbox="0 0 14.5625 12.725" width="14.5625" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,12.725)">
<g transform="translate(72,-61.82)">
<text transform="matrix(1,0,0,-1,-71.95,66.6)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝜎</tspan>
</text>
<text transform="matrix(1,0,0,-1,-65.24,63.47)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑦</tspan>
</text>
</g>
</g>
</svg> (MPa)</td><td align="center">Tensile strength <svg height="10.825" id="M7" style="vertical-align:-3.21404pt" version="1.1" viewbox="0 0 14.325 10.825" width="14.325" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.825)">
<g transform="translate(72,-63.34)">
<text transform="matrix(1,0,0,-1,-71.95,66.6)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝜎</tspan>
</text>
<text transform="matrix(1,0,0,-1,-65.24,63.47)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑢</tspan>
</text>
</g>
</g>
</svg> (MPa)</td><td align="center">Elongation <svg height="10.6625" id="M8" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 11.4125 10.6625" width="11.4125" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.6625)">
<g transform="translate(72,-63.47)">
<text transform="matrix(1,0,0,-1,-71.95,63.52)">
<tspan style="font-size: 12.50px; " x="0" y="0">Δ</tspan>
</text>
</g>
</g>
</svg> (%)</td><td align="center">Young’s modulus <svg height="10.325" id="M9" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 12.225 10.325" width="12.225" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.325)">
<g transform="translate(72,-63.74)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐸</tspan>
</text>
</g>
</g>
</svg> (MPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">High tensile</td><td align="center">386.5</td><td align="center">556.3</td><td align="center">15.11</td><td align="center"><span style="width: 54.424999px;"><svg height="14.375" id="M10" style="vertical-align:-0.3135pt" version="1.1" viewbox="0 0 54.424999 14.375" width="54.424999" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.375)">
<g transform="translate(72,-60.5)">
<text transform="matrix(1,0,0,-1,-71.95,60.86)">
<tspan style="font-size: 12.50px; " x="0" y="0">2</tspan>
<tspan style="font-size: 12.50px; " x="6.2515001" y="0">1</tspan>
<tspan style="font-size: 12.50px; " x="15.278666" y="0">×</tspan>
<tspan style="font-size: 12.50px; " x="26.056252" y="0">1</tspan>
<tspan style="font-size: 12.50px; " x="32.307751" y="0">0</tspan>
</text>
<text transform="matrix(1,0,0,-1,-33.38,66.03)">
<tspan style="font-size: 8.75px; " x="0" y="0">4</tspan>
</text>
</g>
</g>
</svg></span></td></tr><tr><td align="left">Mild steel</td><td align="center">265.8</td><td align="center">394.5</td><td align="center">23.21</td><td align="center"><span style="width: 71.349998px;"><svg height="14.375" id="M11" style="vertical-align:-0.3135pt" version="1.1" viewbox="0 0 71.349998 14.375" width="71.349998" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.375)">
<g transform="translate(72,-60.5)">
<text transform="matrix(1,0,0,-1,-71.95,60.86)">
<tspan style="font-size: 12.50px; " x="0" y="0">2</tspan>
<tspan style="font-size: 12.50px; " x="6.2515001" y="0">0</tspan>
<tspan style="font-size: 12.50px; " x="12.503" y="0">.</tspan>
<tspan style="font-size: 12.50px; " x="15.62875" y="0">5</tspan>
<tspan style="font-size: 12.50px; " x="28.819414" y="0">×</tspan>
<tspan style="font-size: 12.50px; " x="39.597" y="0">1</tspan>
<tspan style="font-size: 12.50px; " x="45.848499" y="0">0</tspan>
</text>
<text transform="matrix(1,0,0,-1,-19.84,66.03)">
<tspan style="font-size: 8.75px; " x="0" y="0">4</tspan>
</text>
</g>
</g>
</svg></span></td></tr><tr><td align="left">Steel plates</td><td align="center">255.2</td><td align="center">407.8</td><td align="center">20</td><td align="center"><span style="width: 54.424999px;"><svg height="14.375" id="M12" style="vertical-align:-0.3135pt" version="1.1" viewbox="0 0 54.424999 14.375" width="54.424999" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.375)">
<g transform="translate(72,-60.5)">
<text transform="matrix(1,0,0,-1,-71.95,60.86)">
<tspan style="font-size: 12.50px; " x="0" y="0">2</tspan>
<tspan style="font-size: 12.50px; " x="6.2515001" y="0">1</tspan>
<tspan style="font-size: 12.50px; " x="15.278666" y="0">×</tspan>
<tspan style="font-size: 12.50px; " x="26.056252" y="0">1</tspan>
<tspan style="font-size: 12.50px; " x="32.307751" y="0">0</tspan>
</text>
<text transform="matrix(1,0,0,-1,-33.38,66.03)">
<tspan style="font-size: 8.75px; " x="0" y="0">4</tspan>
</text>
</g>
</g>
</svg></span></td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mechanical properties of steel used in the test program [<a href="/journals/isrn/2012/202171/#B30">31</a>].

International Scholarly Research Notices

tab2

Table 2

Table 2: Behavior and Analysis of Self-Consolidated Reinforced Concrete Deep Beams Strengthened in Shear 