Comparison of experimental and numerical sloshing loads in partially filled tanks

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 hig...

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Published inShips and offshore structures Vol. 6; no. 1-2; pp. 15 - 43
Main Authors Brizzolara, S., Savio, L., Viviani, M., Chen, Y., Temarel, P., Couty, N., Hoflack, S., Diebold, L., Moirod, N., Iglesias, A. Souto
Format Journal Article
LanguageEnglish
Published Cambridge Taylor & Francis Group 01.03.2011
Taylor & Francis Ltd
Subjects
CAD
CFD
Comparative analysis
Computer aided design
Containers
Free surfaces
Hydrodynamics
Load
Numerical analysis
RANS
sloshing
SPH
Structural engineering
Online AccessGet full text
ISSN1744-5302
1754-212X
DOI10.1080/17445302.2010.522372

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Abstract 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.
AbstractList 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. [PUBLICATION ABSTRACT]
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.
Author Moirod, N.
Iglesias, A. Souto
Brizzolara, S.
Chen, Y.
Couty, N.
Temarel, P.
Hoflack, S.
Savio, L.
Viviani, M.
Diebold, L.
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SubjectTerms CAD
CFD
Comparative analysis
Computer aided design
Containers
Free surfaces
Hydrodynamics
Load
Numerical analysis
RANS
sloshing
SPH
Structural engineering
Title Comparison of experimental and numerical sloshing loads in partially filled tanks
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