Finite Element and Smoothed Particle Hydrodynamics Modeling of Fluid-Structure Interaction Using a Unified Computational Methodology

被引:3
|
作者
Challa, Ravi [1 ]
Yim, Solomon C. [1 ,2 ]
机构
[1] Oregon State Univ, Sch Civil & Construct Engn, Corvallis, OR 97331 USA
[2] Oregon State Univ, Sch Civil & Construct Engn, ASME, Corvallis, OR 97331 USA
来源
JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2018年 / 140卷 / 06期
关键词
finite element; smoothed particle hydrodynamics; arbitrary Lagrangian-Eulerian formulation; Lagrangian formulation; fluid-structure interaction; flexible structures; NUMERICAL-SIMULATION; FLOWS; WAVES;
D O I
10.1115/1.4038939
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This study illustrates a comparison of two numerical methods under a unified computational platform for solving fluid-structure interaction (FSI) problems. The first is an arbitrary Lagrangian-Eulerian (ALE)-based fluid model coupled to a structural finite element (FE) method (ALE-FE/FE), and the second is a smoothed particle hydrodynamics (SPH) method coupled to the same structural FE code (SPH/FE). The predictive capabilities and computational efficiency of both the numerical methods are evaluated and validated against a canonical problem of a rapidly varying flow past an elastic gate for which experimental data are available. In both numerical solutions, the fluid flow is governed by the Navier-Stokes equation, and the elastic gate is modeled as a flexible structure. Numerical simulation results show that the ALE-FE/FE continuum approach not only captures the dynamic behavior properly but also predicts the water-free surface profiles and the elastic gate deformations accurately. On the other hand, the coupled purely Lagrangian approach of the SPH/FE under an identical computational platform is found to be less accurate and efficient in predicting the dynamics of the elastic gate motion and the water-free surface profiles.
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页数:14
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