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.hindawi.com/articles/amse/volume-2016/1374689/figures/1374689.fig.002a.svgz" name="1374689.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Perfobond shear connector with closed holes</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/1374689/figures/1374689.fig.002b.svgz" name="1374689.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Perfobond shear connector with open holes</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/1374689/figures/1374689.fig.002c.svgz" name="1374689.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Construction example of the proposed perfobond shear connector for steel pile cap strengthening</td></tr></table>

<div>Strengthening of steel pile caps using the perfobond shear connectors.</div>

Advances in Materials Science and Engineering

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Figure 2

Figure 2: Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening 