A coupled ES-BEM and FM-BEM for structural acoustic problems

被引:9
作者
Wu, F. [1 ,2 ]
Liu, G. R. [2 ]
Li, G. Y. [1 ]
Liu, Y. J. [3 ]
He, Z. C. [1 ]
机构
[1] Hunan Univ, State Key Lab Adv Technol Vehicle Body Design & M, Changsha 410082, Hunan, Peoples R China
[2] Univ Cincinnati, Sch Aerosp Syst, Cincinnati, OH 45221 USA
[3] Univ Cincinnati, Cincinnati, OH 45221 USA
基金
中国国家自然科学基金;
关键词
BOUNDARY-ELEMENT METHOD; LAMINATED COMPOSITE PLATES; SHELL FINITE-ELEMENTS; DISCRETE CONSTRAINTS; RADIATION PROBLEMS; BENDING ELEMENTS; PART I; FORMULATION; FEM; SCATTERING;
D O I
10.3397/1/376220
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In this paper, a coupled numerical method of the edge-based smoothed finite element (ES-FEM) with the fast multipole BEM (FM-BEM) is proposed to analyze structural acoustic problems. The vibrating structure is modeled using the so-called ES-FEM-DSG3 method, where the 3-node linear triangle plate elements based on the Reissner-Mindlin plate theory with the discrete shear gap (DSG) technique for overcoming the shear locking are applied. The edge-based gradient smoothing operations are applied to "soften" the "overly-stiff" behavior in the standard FEM, which significantly reduces the inherent numerical dispersion error. The normal velocities on the surface of the structure are imposed as boundary conditions for the acoustic domain which is modeled using the FM-BEM for both the interior and exterior acoustic domains. Comparing with the conventional BEM, the matrix vector multiplication and the memory requirement in the FM-BEM are reduced dramatically. The coupled ES-FEM/FM-BEM method takes the advantages of both ES-FEM and FM-BEM, which can avoid drawbacks of the "overly-stiff" behavior in FEM and computational inefficiency in the conventional BEM. Two numerical examples are presented to verify and demonstrate the effectiveness of the combined method: one academic problem for studying in detail the accuracy and efficiency of the present method, and one application to a practical vehicle noise simulation. (C) 2014 Institute of Noise Control Engineering.
引用
收藏
页码:196 / 209
页数:14
相关论文
共 46 条
[1]   Analysis of a diagonal form of the fast multipole algorithm: For scattering theory [J].
Amini, S ;
Profit, ATJ .
BIT, 1999, 39 (04) :585-602
[2]  
[Anonymous], 2000, FINITE ELEMENT METHO
[3]   ON A SIMPLE TRIANGULAR REISSNER MINDLIN PLATE ELEMENT BASED ON INCOMPATIBLE MODES AND DISCRETE CONSTRAINTS [J].
BATOZ, JL ;
KATILI, I .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 35 (08) :1603-1632
[4]   QUADRILATERAL PLATE BENDING ELEMENTS WITH SHEAR DEFORMATIONS [J].
BERGAN, PG ;
WANG, XX .
COMPUTERS & STRUCTURES, 1984, 19 (1-2) :25-34
[5]   FAST WAVELET TRANSFORMS AND NUMERICAL ALGORITHMS .1. [J].
BEYLKIN, G ;
COIFMAN, R ;
ROKHLIN, V .
COMMUNICATIONS ON PURE AND APPLIED MATHEMATICS, 1991, 44 (02) :141-183
[6]   A unified approach for shear-locking-free triangular and rectangular shell finite elements [J].
Bletzinger, KU ;
Bischoff, M ;
Ramm, E .
COMPUTERS & STRUCTURES, 2000, 75 (03) :321-334
[7]   APPLICATION OF INTEGRAL EQUATION METHODS TO NUMERICAL SOLUTION OF SOME EXTERIOR BOUNDARY-VALUE PROBLEMS [J].
BURTON, AJ ;
MILLER, GF .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1971, 323 (1553) :201-&
[8]   Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements [J].
Cardoso, Rui P. R. ;
Yoon, Jeong Whan ;
Mahardika, M. ;
Choudhry, S. ;
Alves de Sousa, R. J. ;
Fontes Valente, R. A. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2008, 75 (02) :156-187
[9]  
Cecil Z. O, 2000, The finite element method: solid mechanics, V2
[10]   A new hybrid-enhanced displacement-based element for the analysis of laminated composite plates [J].
Cen, S ;
Long, YQ ;
Yao, ZH .
COMPUTERS & STRUCTURES, 2002, 80 (9-10) :819-833