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非线性复合材料杂交应力有限元的有效迭代方法 被引量:4

AN EFFECTIVE ITERATIVE METHOD OF THE HYBRID STRESS FINITE ELEMENT FOR NONLINEAR COMPOSITE MATERIALS
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摘要 推导了面内剪应力应变关系非线性的复合材料的杂交应力有限元列式,给出了位移迭代和应力迭代的策略和步骤.提出一种非线性应力场迭代格式的改进方案,不仅提高了收敛速度,而且克服了大载荷下简单迭代法循环迭代而无法收敛的关键问题,使得所提出的非线性杂交应力元方法几乎对任意大载荷都能够收敛.数值算例表明该方法是确实可行的. The nonlinear hybrid stress finite elements are formulated for the composite materials in which the in-plane shear stress and strain obey a nonliner relationship. The detailed strategy and procedures for the iterations of displacement and stress fields are given. A scheme to improve the iterative method of the stress fields is presented to accelerate the iteration convergence and overcome the divergent problem in the simple stress iteration for large load. The nonlinear hybrid stress finite element method proposed is shown to be effective regardless of load levels through numerical examples.
出处 《固体力学学报》 CAS CSCD 北大核心 2005年第4期434-438,共5页 Chinese Journal of Solid Mechanics
基金 厦门大学中央行动计划专项资金项目(X01102)资助
关键词 非线性复合材料 杂交应力元 假设应力场 应力场迭代法 nonlinear composite material, hybrid stress element, assumed stress field, iterative method for stress field
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参考文献13

  • 1Hahn H T,Tsai S W. Nonlinear elastic behavior of unidirectional composite laminate. Journal of Composite Materials,1973, 7:102-118.
  • 2Plan T H H. Derivation of Element Stiffness Matrices.AIAAJ, 1964, 2:576 -577.
  • 3Huang Qian. Modal Analysis of Deformable Bodies with Finite Degree of Deformation Freedom-An Approach to Determination of Natural Stress Modes in Hybrid Finite Elements.in: Chien and Fu: Advances in Applied Mathematics & Mechanics in China, 1991, 3, LAP, 283-303.
  • 4Hoa S V, Feng W. Hybrid Finite Element Method for Stress Analysis of Laminated Composites. Boston/Dordrecht/London: Kluwer Academic Publishers. 1998.
  • 5张灿辉,冯伟,黄黔.杂交元本征应力模式和应力子空间的性质研究[J].力学季刊,2002,23(1):9-14. 被引量:6
  • 6张灿辉,冯伟,黄黔.杂交应力元的应力子空间和柔度矩阵H对角化方法[J].应用数学和力学,2002,23(11):1124-1132. 被引量:7
  • 7张灿辉,冯伟,黄黔.构造杂交应力单元的柔度矩阵H对角化方法[J].计算力学学报,2002,19(4):409-413. 被引量:8
  • 8Zhang Canhui, Feng Wei, Huang Qian. The method of flexibility matrix diagonalization for constructing nonlinear hybrid finite elements, the 4th international conference on nonlinear mechanics (ICNM-IV). Co-Chairman Chien Wei-zang and Ogden Ray W, Shanghai, China, 2002:394-397.
  • 9张灿辉.[D].上海大学,2003.
  • 10卞学鐄.有限元法论文选[M].国防工业出版社,1980..

二级参考文献14

  • 1卡得斯图赛H 诸得超等(译).有限元法手册[M].北京:科学出版社,1995.523,537-538.
  • 2Pian T H H. Derivation of element stiffness matrices[J]. AIAA,1964,2(3):576-577.
  • 3Hoa S V, FENG Wei. Hybrid Finite Element Method for Stress Analysis of Laminated Composites[M]. Boston/Dordrecht/London:Kluwer Academic Publihsers,1998.
  • 4HUANG Qian. Modal analysis of deformable bodies with finite degree of deformation freedom-An approach to determination of natural stres modes in hybrid finite elements[A]. In: Chien Wei-zang, Fu Zi-zhi, Eds. Advances in Applied Mathematics & Mechancis in China[C]. IAP,1991,3:283-303.
  • 5FENT Wei, Hoa S V, HUANG Quan. Classification of stress modes in assumed stress fields of hybrid finite elements[J]. International Journal for Numerical Methods in Engineering,1997,40(23):4313-4339.
  • 6H.卡得斯赛. 有限元法手册[M]. 诸得超,傅子智译,北京:科学出版社,1995.
  • 7Saether Erik, Explicit determination of element stiffness matrix in the hybrid stress method[J]. International Journal for Numerical Methods in Engineering,1995,38(15):2547-2571.
  • 8Han J, Hoa S V. A three-dimensional multilayer composite finite element for stress analysis of composite laminates[J].International Journal for Numerical Methods in Engineering,1993,36(22):3903-3914.
  • 9MacNeal R H, Harder R L. A proposed standard set of problems to test finite element accuracy[J]. Finite Element in Analysis and Design,1985,1(1):3-20.
  • 10MacNeal R H. A theorem regarding the locking of tapered four-noded membrane elements [J]. International Journal for Numerical Methods in Engineering,1987,24(9):1793-1799.

共引文献11

同被引文献37

  • 1田宗漱,王安平.一类新的具有无外力圆柱表面的杂交应力元[J].应用力学学报,2007,24(4):499-503. 被引量:5
  • 2张灿辉,黄黔,冯伟.杂交元假设应力模式的变形刚度分析[J].应用数学和力学,2006,27(7):757-764. 被引量:7
  • 3Pian T H H. Derivation of element stiffness matrices [J]. AIAA Journal,1964, 2(3), 576-577.
  • 4Sze Y K. An efficient quadrilateral plane element with drilling degrees of freedom using orthogonal stress modes[J]. Computers & Structures, 1992, 42 (5) : 695-705.
  • 5Zhang C, Wang D, Zhang J, Feng W, Huang Q. On the equivalence of various hybrid finite elements and a new orthogonalization method for explicit element stiffness formulation[J]. Finite Elements in Analysis and Design, 2007, 43(4): 321-332.
  • 6Brezzi F. On the existence, uniqueness and approximation of saddle-point problems arsing from Lagrange multipliers[J]. RAIRO-Analyse Numerique-Numerical Analysis, 1974, 8:129-151.
  • 7Babuska I, Oden J T, Lee J K. Mixed-hybrid finite element approximation of second-order elliptic boundary-value problems[J]. Computer Methods in Applied Mechanics and Engineering, 1977, 11: 175-206.
  • 8Pian T H H, Chen D P. On the suppression of zero energy deformation modes[J]. International Journal for Numerical Methods in Engineering, 1983, 19: 1741-1752.
  • 9Wu C C, Cheung Y K. On optimization approaches of hybrid stress elements[J]. Finite Elements in Analysis and Design, 1995, 21 : 111-128.
  • 10Zhang C, Wang D, Zhang J. Suppression of Zeroenergy Modes in Hybrid Finite Elements via Assumed Stress Fields: EPMESC X: Proceeding of the 10th International Conference on Enhancement and Promotional Methods in Engineering and Science, Sanya China Aug. 21-23, 2006: 254[C]. Tsinghua University-Springer Press.

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