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.0010a" src="https://static.hindawi.com/articles/amse/volume-2013/646085/figures/646085.fig.0010a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Residual stress</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="646085.fig.0010b" src="https://static.hindawi.com/articles/amse/volume-2013/646085/figures/646085.fig.0010b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Residual displacement</td></tr></table></td></tr></table>

<table>Correlation between cycle load-residual stress and displacement.</table>

Advances in Materials Science and Engineering

fig10

Figure 10

Figure 10: Span Length Variance Effect on the Fatigue Life of FRP Bridge Deck 