Coupled analysis of 3D structural-acoustic problems using the edge-based smoothed finite element method/finite element method

This paper presents a coupled ES-FEM/FEM method for structural-acoustic problems, in which the ES-FEM and FEM models are used to simulate the structure and the fluid, respectively. In the present coupled models, the triangular Reissner-Mindlin plate element is adopted to model the flexible plate with the discrete shear gap (DSG) method for eliminating the transverse shear locking. The discretized equations for the plate are established by using the smoothed Galerkin weak form, and numerical integrations are performed based on the edge-based smoothing domains. The discretized equations of structural-acoustic problem are then derived by combining the ES-FEM for the structure and FEM for the acoustic fluid. The gradient smoothing technique used in the structure domain can provide proper softening effect, which will effectively relieve the well-known ''overly stiff'' behavior of the FEM model and thus improve the solution of coupled system. Numerical examples of the cylinder cavity of fluid attached to a flexible plate and a passenger compartment have been presented to show the effectiveness of the coupled ES-FEM/FEM for structural-acoustic problems.

[1]  Guirong Liu A GENERALIZED GRADIENT SMOOTHING TECHNIQUE AND THE SMOOTHED BILINEAR FORM FOR GALERKIN FORMULATION OF A WIDE CLASS OF COMPUTATIONAL METHODS , 2008 .

[2]  Peter Davidsson Structure-acoustic analysis; finite element modelling and reduction methods , 2004 .

[3]  Guirong Liu,et al.  An edge-based smoothed finite element method (ES-FEM) for analyzing three-dimensional acoustic problems , 2009 .

[4]  Guirong Liu,et al.  Upper bound solution to elasticity problems: A unique property of the linearly conforming point interpolation method (LC‐PIM) , 2008 .

[5]  J. Z. Zhu,et al.  The finite element method , 1977 .

[6]  E. Ramm,et al.  A unified approach for shear-locking-free triangular and rectangular shell finite elements , 2000 .

[7]  Guirong Liu Mesh Free Methods: Moving Beyond the Finite Element Method , 2002 .

[8]  Lothar Gaul,et al.  A comparison of FE–BE coupling schemes for large‐scale problems with fluid–structure interaction , 2009 .

[9]  O. C. Zienkiewicz,et al.  Fluid‐structure dynamic interaction and wave forces. An introduction to numerical treatment , 1978 .

[10]  K. Y. Dai,et al.  A LINEARLY CONFORMING POINT INTERPOLATION METHOD (LC-PIM) FOR 2D SOLID MECHANICS PROBLEMS , 2005 .

[11]  K. Bathe,et al.  DISPLACEMENT/PRESSURE BASED MIXED FINITE ELEMENT FORMULATIONS FOR ACOUSTIC FLUID–STRUCTURE INTERACTION PROBLEMS , 1997 .

[12]  H. Nguyen-Xuan,et al.  Assessment of smoothed point interpolation methods for elastic mechanics , 2010 .

[13]  Guirong Liu,et al.  A node-based smoothed finite element method (NS-FEM) for upper bound solutions to solid mechanics problems , 2009 .

[14]  Guangyao Li,et al.  Analysis of plates and shells using an edge-based smoothed finite element method , 2009 .

[15]  G. Liu A G space theory and a weakened weak (W2) form for a unified formulation of compatible and incompatible methods: Part II applications to solid mechanics problems , 2010 .

[16]  Guirong Liu,et al.  An edge-based smoothed finite element method (ES-FEM) for static, free and forced vibration analyses of solids , 2009 .

[17]  I. Babuska,et al.  Finite element solution of the Helmholtz equation with high wave number Part I: The h-version of the FEM☆ , 1995 .

[18]  G. C. Everstine,et al.  Coupled finite element/boundary element approach for fluid–structure interaction , 1990 .

[19]  Guangyao Li,et al.  A linearly conforming point interpolation method (LC‐PIM) for three‐dimensional elasticity problems , 2007 .

[20]  G. Liu A G space theory and a weakened weak (W2) form for a unified formulation of compatible and incompatible methods: Part I theory , 2010 .