Analytical Models for the Response of the Double-Bottom Structure to Underwater Explosion Based on the Wave Motion Theory

Figure 11

Analytical predictions and FE prediction of the spatial variation of (a) the time to cavitation and (b) the velocity in the cavitated water at . These results are for cases in Table 1, which are the simple panel, the panel with stiffener (T-shaped), and the panel with girder (I-shaped).

(a)

(b)