期刊文献+

无虚拟节点的有限元界面协调技术 被引量:2

A consistent method without pseudo-nodes for FEM interface
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摘要 分析了罚函数虚拟节点位移协调法,在此基础上提出了无虚拟节点罚函数位移协调法,推导了该界面协调技术的耦合公式,解决了网格突变情况下的位移协调问题,从而协调了计算精度与效率间的矛盾。通过算例分析,验证了其合理性,结果表明所提出的方法的刚度矩阵具有对称性、带状性,同时该法还有精度高、计算效率高等优点。 <Abstrcat> This paper analyzed the penalty function pseudo-nodes displacement consistent method. Based on these methods, non-pseudo-nodes displacement consistent method is presented, which solved the problem of the displacement consistency between meshes with different densities. The formulations of the methods are deduced. Consequently the contradiction between calculation accuracy and efficiency is coordinated. Non-pseudo-nodes displacement consistent method provides symmetric banded matrices. The validity of the proposed method is verified by an example. The results show that the accuracy and efficiency of the method are satisfactory.
出处 《计算力学学报》 CAS CSCD 北大核心 2005年第3期374-378,共5页 Chinese Journal of Computational Mechanics
关键词 有限元 位移协调 界面协调 最小势能原理 FEM displacement consistency interface element the least potential energy principle
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参考文献12

  • 1AMINPOUR M A, RANSOM J B, MCCLEARY S L. A coupled analysis metod for structures with indepenently modelled finite element subdomains[J]. International Journal for Numerical Methods in Engineering,1995,38,3695-3718.
  • 2MAENGHYO Cho, WON Bae Kim. A coupled finite element analysis of independently modeled substructures by penalty frame method[C]. AIAA Paper,1998, 98-2601.
  • 3RANSOM J B, MCCLEARY S L, AMINPOUR M A. A new interface element for connecting independently modeled substructures[C]. AIAA Paper,1993,93-1503.
  • 4RANSOM J B. Interface technology for geometrically non-linear analysis of multiple connected subdomains[C]. AIAA Paper,1997,97-1298.
  • 5AMINPOUR M A,KRISHNAMURTHY T.A two-dimensional interface element for multi-domain analysis of independently modeled three-dimensional finite element meshes[C]. AIAA Paper,1997,97-1297.
  • 6AMINPOUR M A, KRISHNAMURTHY T, FADALE T D.Coupling of independently modeled three-dimensional finite element meshes with arbitrary shape interface boundaries[C]. AIAA Paper,1998,98-2060.
  • 7AMINPOUR M A, PAGEAU S, SHIN Y. An alternative method for the interface modeling technology[C]. AIAA Paper,2000,2000-1352.
  • 8SLEIGHT D W, LOTTS C G. Application of Interface Technology in Progressive Failure Analysis of Composite Panels, 43th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference[C]. AIAA 2002-1743, 2002
  • 9JONATHAN B. RANSOM. On Multifunctional Collaborative Methods in Engineering Science[C]. NASA/TM-2001-211046.
  • 10AVERILL, RONALD C. Penalty-Based Finite Element Interface Technology for Analysis of Homogeneous and Composite Structures NASA unclassified[C].2002.

二级参考文献11

  • 1周维垣,杨若琼,尹健民,王志人.三维岩体构造网络生成的自协调法及工程应用[J].岩石力学与工程学报,1997,16(1):29-35. 被引量:6
  • 2寇晓东,博士学位论文,1998年
  • 3沈英,有限元法原理,1991年
  • 4关治,数值计算方法,1990年
  • 5周维垣,混凝土拱坝整体三维有限元非线性分析( TFINE有限元程序系列 ),1988年
  • 6王勖成,有限单元法基本原理与数值方法,1988年
  • 7寇晓东,学位论文,1998年
  • 8关治,数值计算方法,1990年
  • 9周维垣,混凝土拱坝整体三维有限元非线性分析 (TFINE有限元程序系列 ) .,1988年
  • 10王勖成,有限单元法基本原理与数值方法,1988年

共引文献12

同被引文献5

引证文献2

二级引证文献6

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