Applied Mathematics and Mechanics (English Edition) ›› 1990, Vol. 11 ›› Issue (5): 429-439.

• 论文 • 上一篇    下一篇

THE SOLUTION OF RECTANGULAR PLATES WITH LARGE DEFLECTION BY SPLINE FUNCTIONS

潘立宙, 陈为众   

  1. Shanghai University of Technology; Shanghai Institute of Applied Mathematics and Mechanics, Shanghai
  • 收稿日期:1989-09-20 出版日期:1990-05-18 发布日期:1990-05-18

THE SOLUTION OF RECTANGULAR PLATES WITH LARGE DEFLECTION BY SPLINE FUNCTIONS

Pan Li-zhou, Chen Wei-zhong   

  1. Shanghai University of Technology; Shanghai Institute of Applied Mathematics and Mechanics, Shanghai
  • Received:1989-09-20 Online:1990-05-18 Published:1990-05-18

摘要: In this paper, Von Karman ’s set of nonlinear equations for rectangular plates with large deflection is divided into several sets of linear equations by perturbation method, the dimensionless center deflection being taken as a perturbation parameter. These sets of linear equations are solved by the spline finite-point (SFP) method and by the spline finite element (SFE) method. The solutions for rectangular plates having any length-to-width ratios under a uniformly distributed load and with various boundary conditions are presented, and the analytical formulas for displacements and deflections are given in the paper. The computer programs are worked out by ourselves. Comparison of the results with those in other papers indicates that the results of this paper are satisfactorily better.

关键词: flow-induced vibration, fluid-structure interaction, generalized variational principle, numerical methods, generalized minimum residual (GMRES) method

Abstract: In this paper, Von Karman ’s set of nonlinear equations for rectangular plates with large deflection is divided into several sets of linear equations by perturbation method, the dimensionless center deflection being taken as a perturbation parameter. These sets of linear equations are solved by the spline finite-point (SFP) method and by the spline finite element (SFE) method. The solutions for rectangular plates having any length-to-width ratios under a uniformly distributed load and with various boundary conditions are presented, and the analytical formulas for displacements and deflections are given in the paper. The computer programs are worked out by ourselves. Comparison of the results with those in other papers indicates that the results of this paper are satisfactorily better.

Key words: flow-induced vibration, fluid-structure interaction, generalized variational principle, numerical methods, generalized minimum residual (GMRES) method

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