Comparison of experimental and numerical sloshing loads in partially filled tanks

Brizzolara, S., Savio, L., Viviani, M., Chen, Y.G., Temarel, P., Couty, N., Hoflack, S., Diebold, L., Moirod, N. and Souto Iglesias, A. (2011) Comparison of experimental and numerical sloshing loads in partially filled tanks Ships and Offshore Structures, 6, (1-2), pp. 15-43. (doi:10.1080/17445302.2010.522372).


Full text not available from this repository.


Sloshing describes the movement of liquids inside partially filled tanks, generating dynamic loads on the tank structure. The resulting impact pressures are of great importance in assessing structural strength, and their correct evaluation still represents a challenge for the designer due to the high level of nonlinearities involved, with complex free surface deformations, violent impact phenomena and influence of air trapping. In the present paper, a set of two-dimensional cases, for which experimental results are available, is considered to assess the merits and shortcomings of different numerical methods for sloshing evaluation, namely two commercial RANS solvers (FLOW-3D and LS-DYNA), and two academic software (Smoothed Particle Hydrodynamics and RANS). Impact pressures at various critical locations and global moment induced by water motion in a partially filled rectangular tank, subject to a simple harmonic rolling motion, are evaluated and predictions are compared with experimental measurements.

Item Type: Article
Digital Object Identifier (DOI): doi:10.1080/17445302.2010.522372
ISSNs: 1744-5302 (print)
Keywords: sloshing, cfd, rans, sph

Organisations: Fluid Structure Interactions Group
ePrint ID: 184043
Date :
Date Event
Date Deposited: 04 May 2011 12:59
Last Modified: 18 Apr 2017 02:21
Further Information:Google Scholar

Actions (login required)

View Item View Item