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.009a.svgz" name="5201910.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Prestress and self-weight</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/je/volume-2016/5201910/figures/5201910.fig.009b.svgz" name="5201910.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Initial cracking</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/je/volume-2016/5201910/figures/5201910.fig.009c.svgz" name="5201910.fig.009c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>At prestress yielding</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/je/volume-2016/5201910/figures/5201910.fig.009d.svgz" name="5201910.fig.009d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>At flexural capacity</td></tr></table>

<div>Cracking stages: control girder.</div>

Journal of Engineering

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Figure 9

Figure 9: Flexural and Shear Behavior of FRP Strengthened AASHTO Type Concrete Bridge Girders 