Nonlocal Peridynamic Modeling and Simulation on Crack Propagation in Concrete Structures

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2015/858723/figures/858723.fig.0010a.svgz" name="858723.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>PD result</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2015/858723/figures/858723.fig.0010b.svgz" name="858723.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Experimental result [<a href="/journals/mpe/2015/858723/#B28">29</a>]</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2015/858723/figures/858723.fig.0010c.svgz" name="858723.fig.0010c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>BEM result [<a href="/journals/mpe/2015/858723/#B30">28</a>]</td></tr></table>

<div>Comparison of the crack paths.</div>

Mathematical Problems in Engineering

fig10

Figure 10

Figure 10: Nonlocal Peridynamic Modeling and Simulation on Crack Propagation in Concrete Structures 