Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/278293/figures/278293.fig.0014a.svgz" name="278293.fig.0014a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Vertical shear stress distribution of FP1</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/278293/figures/278293.fig.0014b.svgz" name="278293.fig.0014b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Vertical shear stress distribution of FP2</td></tr></table>

<div>Vertical shear stress distributions in transverse direction.</div>

Advances in Materials Science and Engineering

fig14

Figure 14

Figure 14: Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs 