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

Figure 22

Comparison of effective stress in the vertical direction of different radian baffles: (a) r = 0.132 m, (b) r = 0.136 m, (c) r = 0.140 m, and (d) r = 0.153 m.

(a)

(b)

(c)

(d)