A computational framework for fluid-structure interaction: Finite element formulation and applications

被引:219
作者
Dettmer, W. [1 ]
Peric, D. [1 ]
机构
[1] Univ Coll Swansea, Sch Engn, Computat & Civil Engn Res Ctr, Swansea SA2 8PP, W Glam, Wales
基金
英国工程与自然科学研究理事会;
关键词
fluid-structure interaction; Arbitrary Lagrangian-Eulerian (ALE) formulation; partitioned solution algorithm; stabilised finite element method;
D O I
10.1016/j.cma.2005.10.019
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work is concerned with the modelling of the interaction of fluid flow with flexible solid structures. The fluid flow considered is governed by the incompressible Navier Stokes equations and modelled with stabilised low order velocity-pressure finite elements. The motion of the fluid domain is accounted for by an arbitrary Lagrangian-Eulerian (ALE) strategy. The structure is represented by means of an appropriate standard finite element formulation. For the temporal discretisation of both fluid and solid bodies, the discrete implicit generalised-a method is employed. An important aspect of the presented work is the introduction of the independent interface discretisation, which allows an efficient, modular and expandable implementation of the solution strategy. A simple data transfer strategy based on a finite element type interpolation of the interface degrees of freedom guarantees kinematic consistency and equilibrium of the stresses along the interface. The resulting strongly coupled set of non-linear equations is solved by means of a novel partitioned solution procedure, which is based on the Newton-Raphson methodology and incorporates the full linearisation of the overall incremental problem. Thus, asymptotically quadratic convergence of the residuals is achieved. Numerical examples are presented to demonstrate the robustness and efficiency of the methodology. (c) 2006 Elsevier B.V. All rights reserved.
引用
收藏
页码:5754 / 5779
页数:26
相关论文
共 57 条
[1]   Automatic monitoring of element shape quality in 2-D and 3-D computational mesh dynamics [J].
Bar-Yoseph, PZ ;
Mereu, S ;
Chippada, S ;
Kalro, VJ .
COMPUTATIONAL MECHANICS, 2001, 27 (05) :378-395
[2]   The Shear-Slip Mesh Update Method [J].
Behr, M ;
Tezduyar, T .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1999, 174 (3-4) :261-274
[3]  
Belytschko T., 2013, NONLINEAR FINITE ELE
[4]  
Bernardi C., 1992, NONLINEAR PARTIAL DI, P13
[5]  
Blevins R., 2001, FLOW INDUCED VIBRATI
[6]   Arbitrary Lagrangian Eulerian finite element analysis of free surface flow [J].
Braess, H ;
Wriggers, P .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2000, 190 (1-2) :95-109
[7]   STREAMLINE UPWIND PETROV-GALERKIN FORMULATIONS FOR CONVECTION DOMINATED FLOWS WITH PARTICULAR EMPHASIS ON THE INCOMPRESSIBLE NAVIER-STOKES EQUATIONS [J].
BROOKS, AN ;
HUGHES, TJR .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1982, 32 (1-3) :199-259
[8]   A TIME INTEGRATION ALGORITHM FOR STRUCTURAL DYNAMICS WITH IMPROVED NUMERICAL DISSIPATION - THE GENERALIZED-ALPHA METHOD [J].
CHUNG, J ;
HULBERT, GM .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (02) :371-375
[9]   A three-dimensional torsional spring analogy method for unstructured dynamic meshes [J].
Degand, C ;
Farhat, C .
COMPUTERS & STRUCTURES, 2002, 80 (3-4) :305-316
[10]   A computational framework for fluid-rigid body interaction: Finite element formulation and applications [J].
Dettmer, W ;
Peric, D .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (13-16) :1633-1666