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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left">Property</td><td align="center">E-gLASS woven roving wraps (WR)</td><td align="center"> Sika wrap hex-230C</td><td align="center"> CFRP plates sika carboDur-S1012</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">Fabric thickness, cm</td><td align="center">0.17</td><td align="center">0.12</td><td align="center">0.12</td></tr><tr><td align="left">Tensile strength, <i>σ</i> MPa</td><td align="center">290</td><td align="center">4100</td><td align="center">3050</td></tr><tr><td align="left">Modulus of elasticity, E MPa</td><td align="center">13250</td><td align="center">230000</td><td align="center">165000</td></tr><tr><td align="left">Elongation %</td><td align="center">2.0</td><td align="center">1.7</td><td align="center">1.7</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

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

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Table 3

Table 3: Behavior and Analysis of Self-Consolidated Reinforced Concrete Deep Beams Strengthened in Shear 