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一种新的无网格方法与有限元耦合法 被引量:8

A New Coupled Meshless-finite Element Method
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摘要 本文分析了Belytschko和Huerta提出的无网格方法和有限元耦合法各自存在的问题,提出了一种新的无网格方法与有限元耦合法。Belytschko提出的方法的缺点是,无网格方法子域和有限元法子域的界面必须是规则的,交界域内有限元不能随意划分,交界域内无网格方法的节点也不能随意分布。Huerta提出的方法的缺点是对交界域内无网格方法的节点影响域可能无法覆盖交界域。本文提出的无网格方法与有限元耦合法解决了以上两种方法存在的问题,并保留了无网格方法随意配点的优点、交界面可以不规则、提高了无网格子域内的求解精度,从而提高问题的整体求解精度。然后,建立了弹性力学的无网格方法与有限元法的耦合法。最后给出了数值算例。 The coupled meshless-finite element methods presented by Belytschko and Huerta are discussed first, and the disadvantages of the methods are explained. Then a new coupled meshless-finite element method is presented. The disadvantages of the Belytschko's method are that the interface between meshless method sub-domain and finite element sub-domain must be regular, and that the finite element mesh can not be discretized arbitrarily and the meshless nodes can not be distributed arbitrarily in the interface sub-domain. The disadvantage of the Huerta's method is that the domains of influence of the meshless nodes can not cover the interface sub-domain. Our coupled meshless-finite element method can overcome all the disadvantages of Belytschko's and Huerta's methods. Moreover, the nodes are arbitrary, and that the interface between the meshless subdomain and the finite element subdomain can be irregular. And the solution precision in the meshless subdomain is greater, and thus the solution precision in the whole domain is greater. Then the formulae of the new coupled meshless-finite element method for elasticity are obtained. Some numerical examples are given at last.
出处 《工程数学学报》 CSCD 北大核心 2008年第6期1035-1043,共9页 Chinese Journal of Engineering Mathematics
基金 国家自然科学基金(10571118 50679069)
关键词 无网格方法 有限元法 耦合法 移动最小二乘法 弹性力学 meshless method finite element method coupled method moving least-square approximation elasticity
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参考文献12

  • 1Belytschko T, et al. Meshless methods: An overview and recent developments[J]. Computer Methods in Applied Mechanics and Engineering, 1996, 139:3-47
  • 2Li Shaofan, Liu W K. Meshfree and particle methods and their applications[J]. Applied Mechanics Review, 2002, 55:1-34
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二级参考文献8

  • 1Belytschko T, Krongauz Y, Organ D, et al. Meshless methods: An overview and recent developments. Computer Methods in Applied Mechanics and Engineering, 1996,139(1~4):3~47
  • 2Yagawa G, Furukawa T. Recent developments of free mesh method. International Journal for Numerical Methods in Engineering, 2000, 47(8): 1419~1443
  • 3Mukherjee YX, Mukherjee S. The boundary node method for potential problems. International Journal for Numerical Methods in Engineering, 1997, 40(5): 797~815
  • 4Kothnur VS, Mukherjee S, Mukherjee YX. Two dimensional linear elasticity by the boundary node method. International Journal of Solids and Structures, 1999, 36(8):1129~1147
  • 5Chati MK, Mukherjee S, Mukherjee YX. The boundary node method for three-dimensional linear elasticity. International Journal for Numerical Methods in Engineering, 1999, 46(8): 1163~1184
  • 6Chati MK, Mukherjee S. The boundary node method for three-dimensional problems in potential theory. International Journal for Numerical Methods in Engineering, 2000, 47(9): 1523~1547
  • 7Zhu T, Zhang JD, Atluri SN. A local boundary integral equation (LBIE) method in computational mechanics, and a meshless discretization approach. Computational Mechanics, 1998, 21(3): 223~235
  • 8Zhu T, Atluri SN. A new meshless local Petrov-Galerkin (MLPG) approach in computational mechanics. Computational Mechanics, 1998, 22(2): 117~127

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二级引证文献44

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