Mesh-moving arbitrary Lagrangian-Eulerian three-dimensional technique applied to sloshing problems

被引:10
|
作者
Battaglia, Laura [1 ,2 ]
Lopez, Ezequiel J. [3 ]
Cruchaga, Marcela A. [4 ]
Storti, Mario A. [1 ]
D'Elia, Jorge [1 ]
机构
[1] UNL CONICET, Ctr Invest Metodos Computac CIMEC, Predio CONICET Santa Fe Dr Alberto Cassano, Colectora Ruta Nac 168,Km 0,Paraje Pozo, Santa Fe, Argentina
[2] Univ Tecnol Nacl, Fac Reg Santa Fe, GIMNI, Lavaise 610, Santa Fe, Argentina
[3] UNCOMA CONICET, IITCI, Buenos Aires 1400, RA-8300 Neuquen, Argentina
[4] Univ Santiago Chile USACH, Fac Ingn, Ctr Invest & Desarrollo Sistemas Energia Sostenibl, Dept Ingn Mecan, Santiago, Chile
关键词
Fluid mechanics; Free surface; Arbitrary Lagrangian-Eulerian method; Sloshing; Computational mesh dynamics; FINITE-ELEMENT-METHOD; LEVEL SET; RECTANGULAR TANK; EXPERIMENTAL VALIDATION; INCOMPRESSIBLE; 2-PHASE; NUMERICAL-SIMULATION; FLOW; 3D; TRACKING; VOLUME;
D O I
10.1016/j.oceaneng.2022.111463
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
Validation of three-dimensional (3D) sloshing models is a relevant task in order to guarantee the correctness of numerical predictions. In this work, attention is focused on assessing the 3D free surface (FS) evolution when an Arbitrary Lagrangian-Eulerian method is applied to solve sloshing problems. The computational scheme consists of three stages: (i) solve the incompressible Navier-Stokes equations over a single fluid domain with a FS; (ii) determine the FS displacements from the velocity field computed at (i); and (iii) update the mesh with a computational mesh dynamic problem. The study aims to evaluate the global mass-conservation strategy reported in this work for long term simulations. The forced sloshing cases present moderate FS displacements with complex wave pattern behaviours. Specifically, sloshing in a tank with a stepped shape in the bottom and two sloshing cases of a rectangular tank are presented. The numerical results are compared with experimental data to evaluate the performance of the proposed model.
引用
收藏
页数:18
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