Numerical Simulation of Recycled Concrete Using Convex Aggregate Model and Base Force Element Method

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/5075109/figures/5075109.fig.003a.svgz" name="5075109.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>A specimen of 100 mm × 100 mm</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/5075109/figures/5075109.fig.003b.svgz" name="5075109.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>A specimen of 150 mm × 150 mm</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/5075109/figures/5075109.fig.003c.svgz" name="5075109.fig.003c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>A specimen of 300 mm × 300 mm</td></tr></table>

<div>Random circular aggregate model of RAC.</div>

Advances in Materials Science and Engineering

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Figure 3

Figure 3: Numerical Simulation of Recycled Concrete Using Convex Aggregate Model and Base Force Element Method 