Blast Responses and Vibration of Flood-Defense Structures under High-Intensity Blast Loadings

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/4750345/figures/4750345.fig.007a.svgz" name="4750345.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Maximum principal stress at 0.006 s</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/4750345/figures/4750345.fig.007b.svgz" name="4750345.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Maximum principal stress at 0.012 s</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/4750345/figures/4750345.fig.007c.svgz" name="4750345.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Maximum principal stress at 0.176 s</td></tr><tr class="fig-image" id="d"><td><object data="https://static-preview.hindawi.com/articles/sv/volume-2018/4750345/figures/4750345.fig.007d.svgz" name="4750345.fig.007d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Maximum principal stress at 0.235 s</td></tr></table>

<div>Blast-wave expansion process with time domain (5 tons, HH).</div>

Shock and Vibration

fig7

Figure 7

Figure 7: Blast Responses and Vibration of Flood-Defense Structures under High-Intensity Blast Loadings 