On the effects of the number of baffles in sloshing dynamics

References

• Akyildiz H, Ünal E. 2005. Experimental investigation of pressure distribution on a rectangular tank due to the liquid sloshing. Ocean Eng. 32:1503–1516.
   Web of Science ®Google Scholar
• Bellezi CA, Cheng LY, Okada T, Arai M. 2019. Optimized perforated bulkhead for sloshing mitigation and control. Ocean Eng. 187:106171.
   Web of Science ®Google Scholar
• Bouscasse B, Antuono M, Colagrossi A, Lugni C. 2013. Numerical and experimental investigation of nonlinear shallow water sloshing. Int J Nonlinear Sci Numer Simul. 14:123–138.
   Web of Science ®Google Scholar
• Brizzolara S, Savio L, Viviani M, Chen Y, Temarel P, Couty N, Hoflack S, Diebold L, Moirod N, Iglesias AS. 2011. Comparison of experimental and numerical sloshing loads in partially filled tanks. Ships Offsh Struct. 6(1–2):15–43.
   Web of Science ®Google Scholar
• Bullock GN, Obhrai C, Peregrine DH, Bredmose H. 2007. Violent breaking wave impacts. part 1: results from large-scale regular wave tests on vertical and sloping walls. Coastal Eng. 54:602–617.
   Web of Science ®Google Scholar
• Cho IH, Kim MH. 2016. Effect of dual vertical porous baffles on sloshing reduction in a swaying rectangular tank. Ocean Eng. 126:364–373.
   Web of Science ®Google Scholar
• Colagrossi A, Palladino F, Greco M, Lugni C, Faltinsen OM. 2004. Experimental and numerical investigation of 2D sloshing: scenarios near the critical filling depth. In: Proc. 19th International Workshop on Water Waves and Floating Body; March 28–31; Cortona, Italy.
   Google Scholar
• Crowley S, Porter R. 2012a. An analysis of screen arrangements for a tuned liquid damper. J Fluids Struct. 34:291–309.
   Web of Science ®Google Scholar
• Crowley S, Porter R. 2012b. The effect of slatted screens on waves. J Eng Math. 76:33–57.
   Web of Science ®Google Scholar
• Faltinsen OM, Timokha AN. 2009. Sloshing. New York: Cambridge University Press.
   Google Scholar
• Faltinsen OM, Timokha AN. 2011. Natural sloshing frequencies and modes in a rectangular tank with a slat-type screen. J Sound Vib. 330:1490–1503.
   Web of Science ®Google Scholar
• Goudarzi MA, Sabbagh Yazdi SR, Marx W. 2010. Investigation of sloshing damping in baffled rectangular tanks subjected to the dynamic excitation. Bull Earthquake Eng. 8:1055–1072.
   Web of Science ®Google Scholar
• Graczyk M, Moan T, Wu MK. 2007. Extreme sloshing and whipping-induced pressures and structural response in membrane LNG tanks. Ships Offsh Struct. 2(3):201–216.
   Google Scholar
• Hattori M, Arami A, Yui T. 1994. Wave impact pressure on vertical walls under breaking waves of various types. Coastal Eng. 22(Special Issue Vertical Breakwaters):79–114.
   Google Scholar
• Kim SY, Kim Y, Lee J. 2017. Comparison of sloshing-induced pressure in different scale tanks. Ships Offsh Struct. 12(2):244–261.
   Web of Science ®Google Scholar
• Kisacik D, Troch P, Van Bogaert P. 2012. Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab. Coastal Eng. 60:201–226.
   Web of Science ®Google Scholar
• Liu D, Lin P. 2009. Three-dimensional liquid sloshing in a tank with baffles. Ocean Eng. 36:202–212.
   Web of Science ®Google Scholar
• Lu Y, Zhou T, Cheng L, Zhao W, Jiang H. 2018. Dependence of critical filling level on excitation amplitude in a rectangular sloshing tank. Ocean Eng. 156:500–511.
   Web of Science ®Google Scholar
• Lugni C, Brocchini M, Faltinsen OM. 2006. Wave impact loads: The role of the flip-through. Phys Fluids. 18:122101.
   Web of Science ®Google Scholar
• Lugni C, Brocchini M, Faltinsen OM. 2010a. Evolution of the air cavity during a depressurized wave impact. II. The dynamic field. Phys Fluids. 22:056102.
   Web of Science ®Google Scholar
• Lugni C, Miozzi M, Brocchini M, Faltinsen OM. 2010b. Evolution of the air cavity during a depressurized wave impact. I. The kinematic flow field. Phys Fluids. 22:056101.
   Web of Science ®Google Scholar
• Maleki A, Ziyaeifar M. 2008. Sloshing damping in cylindrical liquid storage tanks with baffles. J Sound Vib. 311:372–385.
   Web of Science ®Google Scholar
• Nasar T, Sannasiraj SA, Sundar V. 2008. Sloshing pressure variation in a barge carrying tank. Ships Offsh Struct. 3(3):185–203.
   Google Scholar
• Nasar T, Sannasiraj SA, Sundar V. 2021. Performance assessment of porous baffle on liquid sloshing dynamics in a barge carrying liquid tank. Ships Offsh Struct. 16(7):773–786.
   Web of Science ®Google Scholar
• Pistani F, Thiagarajan K. 2012. Experimental measurements and data analysis of the impact pressures in a sloshing experiment. Ocean Eng. 52:60–74.
   Web of Science ®Google Scholar
• Rajasekaran C, Sannasiraj SA, Sundar V. 2010. Breaking wave impact pressure on a vertical wall. Int J Ocean Climate Syst. 1:155–166.
   Google Scholar
• Sauret A, Boulogne F, Cappello J, Dressaire E, Stone HA. 2015. Damping of liquid sloshing by foams. Phys Fluids. 27:022103.
   Web of Science ®Google Scholar
• Shamsoddini R, Abolpur B. 2019. Investigation of the effects of baffles on the shallow water sloshing in a rectangular tank using A 2D turbulent ISPH method. China Ocean Eng. 33:94–102.
   Web of Science ®Google Scholar
• Shamsoddini R, Abolpur B. 2021. Bingham fluid sloshing phenomenon modelling and investigating in a rectangular tank using SPH method. Ships Offsh Struct. 16(5):557–566.
   Web of Science ®Google Scholar
• Song YK, Chang KA, Ryu Y, Kwon SH. 2013. Experimental study on flow kinematics and impact pressure in liquid sloshing. Exp in Fluids. 54:1592.
   Web of Science ®Google Scholar
• Souto-Iglesias A, Bulian G, Botia-Vera E. 2015. A set of canonical problems in sloshing. Part 2: influence of tank width on impact pressure statistics in regular forced angular motion. Ocean Eng. 105:136–159.
   Web of Science ®Google Scholar
• Tosun U, Aghazadeh R, Sert C, Ozer M. 2017. Tracking free surface and estimating sloshing force using image processing. Exp Therm Fluid Sci. 88:423–433.
   Web of Science ®Google Scholar
• Wei ZJ, Faltinsen OM, Lugni C, Yue QJ. 2015. Sloshing-induced slamming in screen-equipped rectangular tanks in shallow-water conditions. Phys Fluids. 27:032104.
   Web of Science ®Google Scholar
• Wood DJ, Peregrine D H, Bruce T. 2000. Wave impact on a wall using pressure-impulse theory. I: Trapped air. J Waterway Port Coastal Ocean Eng. 126:182–190.
   Web of Science ®Google Scholar
• Wu CH, Faltinsen OM, Chen BF. 2013. Analysis on shift of nature modes of liquid sloshing in a 3D tank subjected to oblique horizontal ground motions with damping devices. Adv Mech Eng. 5:1–24.
   Google Scholar
• Xue MA, Chen Y, Zheng J, Qian L, Yuan X. 2019. Fluid dynamics analysis of sloshing pressure distribution in storage vessels of different shapes. Ocean Eng. 192:106582.
   Web of Science ®Google Scholar
• Xue MA, Zhenga J, Lind P, Yuan X. 2017. Experimental study on vertical baffles of different configurations in suppressing sloshing pressure. Ocean Eng. 136:178–189.
   Web of Science ®Google Scholar
• Yu YM, Ma N, Fan SM, Gu XC. 2017. Experimental and numerical studies on sloshing in a membrane-type LNG tank with two floating plates. Ocean Eng. 129:217–227.
   Web of Science ®Google Scholar
• Yu YM, Ma N, Fan SM, Gu XC. 2019. Experimental studies of suppressing effectiveness on sloshing with two perforated floating plates. Int J Naval Archit Ocean Eng. 11:285–293.
   Web of Science ®Google Scholar
• Zou CF, Wang DY, Cai ZH, Li Z. 2015. The effect of liquid viscosity on sloshing characteristics. J Mar Sci Technol. 20:765–775.
   Web of Science ®Google Scholar