Semiempirical Methodology for Estimating the Service Life of Concrete Deck Panels Strengthened with Fiber-Reinforced Polymer

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="273693.fig.009a" src="https://static.hindawi.com/articles/mpe/volume-2014/273693/figures/273693.fig.009a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>CON70</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="273693.fig.009b" src="https://static.hindawi.com/articles/mpe/volume-2014/273693/figures/273693.fig.009b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>CFS70</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="273693.fig.009c" src="https://static.hindawi.com/articles/mpe/volume-2014/273693/figures/273693.fig.009c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>CGFRP70</td></tr></table></td></tr></table>

<table>Load-displacement relationship of deck specimens under 70% stress level.</table>

Mathematical Problems in Engineering

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Figure 9

Figure 9: Semiempirical Methodology for Estimating the Service Life of Concrete Deck Panels Strengthened with Fiber-Reinforced Polymer 