Rehabilitation of Shear-Damaged Reinforced Concrete Beams Using Self-Compacting Concrete Jacketing

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="816107.fig.008a" src="https://static.hindawi.com/articles/isrn/volume-2012/816107/figures/816107.fig.008a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>B2-J (fracture of jacket’s stirrup)  </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="816107.fig.008b" src="https://static.hindawi.com/articles/isrn/volume-2012/816107/figures/816107.fig.008b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b> B4-J (tension zone—interfacial slip)</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="816107.fig.008c" src="https://static.hindawi.com/articles/isrn/volume-2012/816107/figures/816107.fig.008c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>B5-J (buckling of the compression bars) </td></tr></table></td></tr></table>

<table>Details of the jacketed beams at failure.</table>

International Scholarly Research Notices

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Figure 8

Figure 8: Rehabilitation of Shear-Damaged Reinforced Concrete Beams Using Self-Compacting Concrete Jacketing 