Comparison of experimental and numerical sloshing loads in partially filled tanks

被引：39

作者：

Brizzolara, S. ^{[1
]}

Savio, L. ^{[1
]}

Viviani, M. ^{[1
]}

Chen, Y. ^{[2
]}

Temarel, P. ^{[2
]}

Couty, N. ^{[3
]}

Hoflack, S. ^{[3
]}

Diebold, L. ^{[4
]}

Moirod, N. ^{[4
]}

Souto Iglesias, A. ^{[5
]}

机构：

[1] Univ Genoa, Dept Naval Architecture & Marine Engn, I-16126 Genoa, Italy

[2] Univ Southampton, Sch Engn Sci, Southampton, Hants, England

[3] Principia RD, Nantes, France

[4] Bur Veritas, Marine Div, Res Dept, Paris, France

[5] Tech Univ Madrid UPM, Naval Architecture Dept ETSIN, Madrid, Spain

来源：

SHIPS AND OFFSHORE STRUCTURES | 2011年 / 6卷 / 1-2期

关键词：

sloshing; CFD; RANS; SPH; SMOOTHED PARTICLE HYDRODYNAMICS; INCOMPRESSIBLE 2-PHASE FLOWS; SIMULATION; SET; SPH; FORMULATION; FLUID;

D O I：

10.1080/17445302.2010.522372

中图分类号：

U6 [水路运输]; P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

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.

引用

页码：15 / 43

页数：29

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