High-order plate bending analysis based on the scaled boundary finite element method

被引:85
作者
Man, H. [1 ]
Song, C. [1 ]
Xiang, T. [1 ]
Gao, W. [1 ]
Tin-Loi, F. [1 ]
机构
[1] Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
基金
澳大利亚研究理事会;
关键词
scaled boundary finite element method; plate structures; plate bending; spectral elements; Pade expansion; SELECTIVE INTEGRATION TECHNIQUES; FREQUENCY-DOMAIN APPROACH; STRESS INTENSITY FACTORS; REISSNER-MINDLIN PLATES; TWIST-KIRCHHOFF THEORY; QUADRILATERAL ELEMENT; TRIANGULAR ELEMENTS; SHELL ELEMENTS; THIN PLATES; P-VERSION;
D O I
10.1002/nme.4519
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a technique for plate bending analysis based on the scaled boundary FEM. The proposed technique is formulated directly from the three-dimensional governing equations. The in-plane dimensions of the plate are modelled by two-dimensional finite elements. The solution along the thickness is expressed analytically as a Pade expansion by using the scaled boundary FEM. A simple and highly efficient procedure to construct the stiffness matrix of a thin to moderately thick plate element is devised. Furthermore, the use of high-order spectral elements allows the proposed technique to accurately handle plates with curved boundaries and leads to high accuracy and convergence rate. Five plate bending problems are presented with results showing high computational efficiency. No numerical locking arises. Copyright (c) 2013 John Wiley & Sons, Ltd.
引用
收藏
页码:331 / 360
页数:30
相关论文
共 85 条
[1]   A NEW P-VERSION GENERAL PLATE FINITE-ELEMENT [J].
AKHTAR, MN ;
BASU, PK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 85 (02) :219-236
[2]   A 4-NODE PLATE BENDING ELEMENT BASED ON MINDLIN REISSNER PLATE-THEORY AND A MIXED INTERPOLATION [J].
BATHE, KJ ;
DVORKIN, EN .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1985, 21 (02) :367-383
[3]   The MITC9 shell element in plate bending: mathematical analysis of a simplified case [J].
Bathe, Klaus-Juergen ;
Brezzi, Franco ;
Marini, L. Donatella .
COMPUTATIONAL MECHANICS, 2011, 47 (06) :617-626
[4]   EVALUATION OF A NEW QUADRILATERAL THIN PLATE BENDING ELEMENT [J].
BATOZ, JL ;
BENTAHAR, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1982, 18 (11) :1655-1677
[5]   A continued-fraction-based high-order transmitting boundary for wave propagation in unbounded domains of arbitrary geometry [J].
Bazyar, Mohammad Hossein ;
Song, Chongmin .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2008, 74 (02) :209-237
[6]  
Bell K., 1969, International Journal for Numerical Methods in Engineering, V1, P101, DOI 10.1002/nme.1620010108
[7]   A new rectangular finite element based on the strain approach for plate bending [J].
Belounar, L ;
Guenfoud, M .
THIN-WALLED STRUCTURES, 2005, 43 (01) :47-63
[8]   A continued-fraction approach for transient diffusion in unbounded medium [J].
Birk, C. ;
Song, Ch. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2009, 198 (33-36) :2576-2590
[9]   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
[10]   New rectangular plate elements based on twist-Kirchhoff theory [J].
Brezzi, F. ;
Evans, J. A. ;
Hughes, T. J. R. ;
Marini, L. D. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2011, 200 (33-36) :2547-2561