Shock and Vibration / 2018 / Article / Fig 7

Research Article

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

Figure 7

Blast-wave expansion process with time domain (5 tons, HH).
(a) Maximum principal stress at 0.006 s
(b) Maximum principal stress at 0.012 s
(c) Maximum principal stress at 0.176 s
(d) Maximum principal stress at 0.235 s

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