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.0015a.svgz" name="278293.fig.0015a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>FP1 specimen</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/278293/figures/278293.fig.0015b.svgz" name="278293.fig.0015b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>FP2 specimen</td></tr></table>

<div>Horizontal shear stress distribution estimated by FEA.</div>

Advances in Materials Science and Engineering

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Figure 15

Figure 15: Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs 