Effect of Double-Side Curved Baffle on Reducing Sloshing in Tanks under Surge and Pitch Excitations

Figure 7

The impact pressure response curve to external excitation at different positions: (a) surge excitation, A = 0.002 m; (b) pitch excitation, θ = 1°; (c) coupled excitation of surge and pitch, A = 0.002 m, θ = 1°, where (i) represents the impact pressure of the tank with the vertical baffle at different positions under a range of external excitation and (ii) represents that of the tank with the T-type baffle.

(a)

(b)

(c)