Span Length Variance Effect on the Fatigue Life of FRP Bridge Deck

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="646085.fig.008a" src="https://static.hindawi.com/articles/amse/volume-2013/646085/figures/646085.fig.008a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Residual stress (125 kN, 240 kN)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="646085.fig.008b" src="https://static.hindawi.com/articles/amse/volume-2013/646085/figures/646085.fig.008b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Residual stress (270 kN, 350 kN)</td></tr></table></td></tr></table>

<table>Load range-residual stress correlation at span length of 2.0 m.</table>

Advances in Materials Science and Engineering

fig8

Figure 8

Figure 8: Span Length Variance Effect on the Fatigue Life of FRP Bridge Deck 