Applied Mathematics and Mechanics (English Edition) ›› 1990, Vol. 11 ›› Issue (5): 413-420.

• 论文 • 上一篇    下一篇

AN EXACT ELEMENT METHOD FOR PLANE PROBLEM

叶开沅1, 纪振义2   

  1. 1. Lanzhou University, Lanzhou;
    2. Anhui Architectural Industry College, Hefei
  • 收稿日期:1989-09-16 出版日期:1990-05-18 发布日期:1990-05-18

AN EXACT ELEMENT METHOD FOR PLANE PROBLEM

Yeh Kai-yuan1, Ji Zhen-yi2   

  1. 1. Lanzhou University, Lanzhou;
    2. Anhui Architectural Industry College, Hefei
  • Received:1989-09-16 Online:1990-05-18 Published:1990-05-18

摘要: In this paper, based on the step reduction method[1] and exact analytic method[2] anew method-exact element method for constructing finite element, is presented. Since the new method doesn ’t need the variational principle, it can be applied to solve non-positive and positive definite partial differential equations with arbitrary variable coefficient. By this method, a quadrilateral noncompatible element with 8 degrees of freedom is derived for the solution of plane problem. Since Jacobi ’s transformation is not applied, the present element may degenerate into a triangle element. It is convenient to use the element in engineering. In this paper, the convergence is proved. Numerical examples are given at the endof this paper, which indicate satisfactory results of stress and displacements can be obtained and have higher numerical precision in nodes.

关键词: stability, cubic functional equation, random normed space, intuitionistic random normed spaces

Abstract: In this paper, based on the step reduction method[1] and exact analytic method[2] anew method-exact element method for constructing finite element, is presented. Since the new method doesn ’t need the variational principle, it can be applied to solve non-positive and positive definite partial differential equations with arbitrary variable coefficient. By this method, a quadrilateral noncompatible element with 8 degrees of freedom is derived for the solution of plane problem. Since Jacobi ’s transformation is not applied, the present element may degenerate into a triangle element. It is convenient to use the element in engineering. In this paper, the convergence is proved. Numerical examples are given at the endof this paper, which indicate satisfactory results of stress and displacements can be obtained and have higher numerical precision in nodes.

Key words: stability, cubic functional equation, random normed space, intuitionistic random normed spaces

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