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.009a.svgz" name="858723.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Results by using the proposed PD model</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2015/858723/figures/858723.fig.009b.svgz" name="858723.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Results by using boundary element method (BEM) [<a href="/journals/mpe/2015/858723/#B30">28</a>]</td></tr></table>

<div>Comparison of the deformation of the beam.</div>

Mathematical Problems in Engineering

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Figure 9

Figure 9: Nonlocal Peridynamic Modeling and Simulation on Crack Propagation in Concrete Structures 