Flexural and Shear Behavior of FRP Strengthened AASHTO Type Concrete Bridge Girders

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/je/volume-2016/5201910/figures/5201910.fig.003a.svgz" name="5201910.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Concrete</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/je/volume-2016/5201910/figures/5201910.fig.003b.svgz" name="5201910.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Prestressing steel</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/je/volume-2016/5201910/figures/5201910.fig.003c.svgz" name="5201910.fig.003c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>FRP</td></tr></table>

<div>Material stress-strain curves for FEM.</div>

Journal of Engineering

fig3

Figure 3

Figure 3: Flexural and Shear Behavior of FRP Strengthened AASHTO Type Concrete Bridge Girders 