|
|
|
| A VIRTUAL POLYGONAL FINITE ELEMENT METHOD BASED ON TRIANGULAR MESH |
| YANG Yongtao1,ZHENG Hong1,ZHANG Jianhai2,3 |
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy
of Sciences,Wuhan,Hubei 430071,China;2. State Key Laboratory of Hydraulics and Mountain River Engineering,Sichuan University,Chengdu,Sichuan 610065,China;3. College of Water Resources and Hydropower,Sichuan University,
Chengdu,Sichuan 610065,China) |
|
|
|
|
Abstract In order to construct a shape function in the virtual polygonal area and improve the calculation accuracy of constant strain triangular element,a virtual polygonal finite element method(VPFEM) is proposed considering triangular meshes. Numerical examples with constant strain triangular element and VPFEM for typical elasticity and engineering problems are presented. The results show that the VPFEM can achieve a better accuracy than the constant strain triangular element,without increasing the total number of degrees of freedom of the calculation model;and the imposed boundary conditions are as simple as traditional finite element method.
|
|
Received: 11 January 2013
|
|
|
|
| [1] ZIENKIEWICZ O C,TAYLOR R L. The finite element method for solid and structural mechanics[M]. Oxford:Butterworth Heinemann,2005:1–4.
[2] REDDY J N. An introduction to nonlinear finite element analysis[M]. Oxford:Oxford University Press,2004:1–11.
[3] DOHRMANN C R,HEINSTEIN M W,JUNG J,et al. Node-based uniform strain elements for three-node triangular and four-node tetrahedral meshes[J]. International Journal for Numerical Methods in Engineering,2000,47(9):1 549–1 568.
[4] SMITH I M,GRIFFITHS D V. Programming the finite element method[M]. 2nd ed. Hoboken:Wiley,1988:47–50.
[5] LEE N S,BATHE K J. Effects of element distortions on the performance of isoparametric elements[J]. International Journal for Numerical Methods in Engineering,1993,36(20):3 553–3 576.
[6] HUGHES T J R. The finite element method:linear static and dynamic finite element analysis[M]. New Jersey:Prentice-Hall,Englewood Cliffs,1987:109–132
[7] HUGHES T J R. Equivalence of finite elements for nearly incompressible elasticity[J]. Journal of Applied Mechanics,1977,44(1):181–183.
[8] BONET J,BURTON A J. A simple average nodal pressure tetrahedral element for incompressible and nearly incompressible dynamic explicit applications[J]. Communications in Numerical Methods in Engineering,1998,14(5):437–449.
[9] TANG X H,WU S C,ZHENG C,et al. A novel virtual node method for polygonal elements[J]. Applied Mathematics and Mechanics,2009,30(10):1 233–1 246.
[10] SUKUMAR N,MALSCH E A. Recent advances in the construction of polygonal finite element interpolants[J]. Archives of Computational Methods in Engineering,2006,13(1):129–163.
[11] TABARRAEI A,SUKUMAR N. Extended finite element method on polygonal and quadtree meshes[J]. Computer Methods in Applied Mechanics and Engineering,2008,197(5):425–438.
[12] TABARRAEI A,SUKUMAR N. Adaptive computations on conforming quadtree meshes[J]. Finite Element in Analysis and Design,2005,41(7/8):686–702.
[13] WACHSPRESS E L. A rational finite element basis[M]. New York:Academic Press,1975:32–39.
[14] FLOATER M S. Mean value coordinates[J]. Computer Aided Geometric Design,2003,20(1):19–27.
[15] LUCY L B. A numerical approach to testing of the fission hypothesis[J]. The Astronomical Journal,1977,8(12):1 013–1 024.
[16] BELYTSCHKO T,LU Y Y,GU L. Element-free Galerkin method[J]. International Journal for Numerical Methods in Engineering,1994,37(2):229–256.
[17] LIU W K,JUN S,ZHANG Y F. Reproducing kernel particle methods[J]. International Journal for Numerical Methods in Engineering,1995,20(8/9):1 081–1 106.
[18] ATLURI S N,ZHU T. A new meshless local petrov-Galerkin(MLPG) approach in computational mechanics[J]. Computational Mechanics,1998,22(2):117–127.
[19] ZHENG C,WU S C,TANG X H,et al. A meshfree poly-cell Galerkin (MPG) approach for problems of elasticity and fracture[J]. Computer Modeling in Engineering and Sciences,2008,38(2):149–178.
[20] DOLBOW J,BELYTSCHKO T. Volumetric locking in the element free Galerkin method[J]. International Journal for Numerical Methods in Engineering,1999,46(6):925–942.
[21] PUSO M A,CHEN J S,ZYWICZ E,et al. Meshfree and finite element nodal integration methods[J]. International Journal for Numerical Methods in Engineering,2008,74(3):416–446.
[22] SONIA F M,ANTONIO H. Imposing essential boundary conditions in mesh-free methods[J]. Computer Methods in Applied Mechanics and Engineering,2004,193(12/14):1 257–1 275.
[23] LIU G R,ZHANG G Y. Upper bound solution to elasticity problems:a unique property of the linearly conforming point interpolation method(LC-PIM)[J]. International Journal for Numerical Methods in Engineering,2008,74(7):1 128–11 61.
[24] RAJENDRAN S,ZHANG B R. An“FE-meshfree”QUAD4 element based on partition of unity[J]. Computer Methods in Applied Mechanics and Engineering,2007,197(1/4):128–147.
[25] LIU G R,GU Y T. A point interpolation method for two dimensional solid[J]. International Journal for Numerical Methods in Engineering,2001,50(4):937–951.
[26] ZHENG C,TANG X H,ZHANG J H,et al. A novel mesh-free poly-cell Galerkin method[J]. Acta Mechanica Sinica,2009,25(4):517–527.
[27] LIU G R,NGUYEN-THOI T. Smoothed finite element methods[M]. New York:CRC Press,2010:45–47
[28] TIMOSHENKO S P,GOODIER J N. Theory of Elasticity[M]. 3rd ed.New York:McGraw-Hill,1951:35–39.
[29] 杨桂通. 弹塑性力学引论[M]. 北京:清华大学出版社,2004:119–122.(YANG Guitong. Introduction to elasticity and plasticity[M]. Beijing:Tsinghua University Press,2004:119–122.(in Chinese))
[30] ZHENG H,LIU D F,LI C G. Slope stability analysis based on elasto-plastic finite element method[J]. International Journal for Numerical Methods in Engineering,2005,64(14):1 871–1 888.
[31] 蒋玉川,张建海,李章政. 弹性力学与有限单元法[M]. 北京:科学出版社,2006:236–239.(JIANG Yuchuan,ZHANG Jianhai,LI Zhangzheng. Elasticity and the finite element method[M]. Beijing:Science Press,2006:236–239.(in Chinese) |
|
|
|