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

Figure 12

Comparisons of time history of wave height under different motion styles of the tank with T-type baffle and double-side curved baffle and (f) = 0.73 Hz: (a) surge excitation with A = 0.002 m; (b) pitch excitation with θ = 1°; (c) coupled excitation of surge and pitch with A = 0.002 m and θ = 1°.

(a)

(b)

(c)