The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="183906.fig.001a" src="https://static-preview.hindawi.com/articles/mpe/volume-2012/183906/figures/183906.fig.001a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Load-Midspan deflection </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="183906.fig.001b" src="https://static-preview.hindawi.com/articles/mpe/volume-2012/183906/figures/183906.fig.001b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b> Reinforced concrete composite I-beam (in mm)</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="183906.fig.001c" src="https://static-preview.hindawi.com/articles/mpe/volume-2012/183906/figures/183906.fig.001c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Reference beam with steel plate instead of RC slap (in mm)</td></tr></table></td></tr></table>

<table>Comparison of beams with a reinforced concrete slab and a steel plate slab.</table>

Mathematical Problems in Engineering

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Figure 1

Figure 1: The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams 