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.003a" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>EBL steel plates, BOSPL</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="202171.fig.003b" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>EBL GFRP woven wraps, BOGW</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="202171.fig.003c" src="https://static.hindawi.com/articles/isrn/volume-2012/202171/figures/202171.fig.003c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>EBL CFRP wraps, BOCW</td></tr></table></td></tr></table>

<table>Shear strengthening by externally bonded additional layers.</table>

International Scholarly Research Notices

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