Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2016/1374689/figures/1374689.fig.003a.svgz" name="1374689.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Specimens with shear connector embedment length equal to 150 mm</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2016/1374689/figures/1374689.fig.003b.svgz" name="1374689.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Specimens with shear connector embedment length equal to 270 mm</td></tr></table>

<div>Size and rebar details of test specimens (unit: mm).</div>

Advances in Materials Science and Engineering

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Figure 3

Figure 3: Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening 