Shear Resistance Capacity of Interface of Plate-Studs Connection between CFST Column and RC Beam

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/9456768/figures/9456768.fig.003a.svgz" name="9456768.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Dimensions of specimens</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/9456768/figures/9456768.fig.003b.svgz" name="9456768.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>P1–P3 specimens</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/9456768/figures/9456768.fig.003c.svgz" name="9456768.fig.003c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>PS1–PS3 specimens</td></tr></table>

<div>Details of the test specimens (all dimensions are in mm).</div>

Mathematical Problems in Engineering

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Figure 3

Figure 3: Shear Resistance Capacity of Interface of Plate-Studs Connection between CFST Column and RC Beam 