Numerical study of grid distribution effect on accuracy of DQ analysis of beams and plates by error estimation of derivative approximation

The accuracy of global methods such as the differential quadrature (DQ) approach is usually sensitive to the grid point distribution. This paper is to numerically study the effect of grid point distribution on the accuracy of DQ solution for beams and plates. It was found that the stretching of grid towards the boundary can improve the accuracy of DQ solution, especially for coarse meshes. The optimal grid point distribution (corresponding to optimal stretching parameter) depends on the order of derivatives in the boundary condition and the number of grid points used. The optimal grid distribution may not be from the roots of orthogonal polynomials. This differs somewhat from the conventional analysis. This paper also proposes a simple and effective formulation for stretching the grid towards the boundary. The error distribution of derivative approximation is also studied, and used to analyze the effect of grid point distribution on accuracy of numerical solutions. Copyright © 2001 John Wiley & Sons, Ltd.

[1]  Chang Shu,et al.  Generalized Differential-Integral Quadrature and Application to the Simulation of Incompressible Viscous Flows Including Parallel Computation , 1991 .

[2]  Chuei-Tin Chang,et al.  New insights in solving distributed system equations by the quadrature method—II. Numerical experiments , 1989 .

[3]  Xinwei Wang,et al.  A NEW APPROACH IN APPLYING DIFFERENTIAL QUADRATURE TO STATIC AND FREE VIBRATIONAL ANALYSES OF BEAMS AND PLATES , 1993 .

[4]  Arthur W. Leissa,et al.  The free vibration of rectangular plates , 1973 .

[5]  C. Bert,et al.  IMPLEMENTING MULTIPLE BOUNDARY CONDITIONS IN THE DQ SOLUTION OF HIGHER‐ORDER PDEs: APPLICATION TO FREE VIBRATION OF PLATES , 1996 .

[6]  C. Shu Differential Quadrature and Its Application in Engineering , 2000 .

[7]  Chang Shu,et al.  Implementation of clamped and simply supported boundary conditions in the GDQ free vibration analysis of beams and plates , 1997 .

[8]  R. Bellman,et al.  DIFFERENTIAL QUADRATURE: A TECHNIQUE FOR THE RAPID SOLUTION OF NONLINEAR PARTIAL DIFFERENTIAL EQUATIONS , 1972 .

[9]  C. Bert,et al.  Two new approximate methods for analyzing free vibration of structural components , 1988 .

[10]  Farid Taheri,et al.  Differential quadrature approach for delamination buckling analysis of composites with shear deformation , 1998 .

[11]  C. Bert,et al.  Differential Quadrature Method in Computational Mechanics: A Review , 1996 .

[12]  Chang Shu,et al.  Parallel simulation of incompressible viscous flows by generalized differential quadrature , 1992 .

[13]  R. Blevins,et al.  Formulas for natural frequency and mode shape , 1984 .

[14]  Chang Shu,et al.  A generalized approach for implementing general boundary conditions in the GDQ free vibration analysis of plates , 1997 .

[15]  Faruk Civan,et al.  Differential quadrature for multi-dimensional problems , 1984 .

[16]  Xinwei Wang,et al.  STATIC ANALYSIS OF FRAME STRUCTURES BY THE DIFFERENTIAL QUADRATURE ELEMENT METHOD , 1997 .

[17]  Chuei-Tin Chang,et al.  New insights in solving distributed system equations by the quadrature method—I. Analysis , 1989 .

[18]  C. Bert,et al.  A NEW APPROACH TO THE DIFFERENTIAL QUADRATURE METHOD FOR FOURTH‐ORDER EQUATIONS , 1997 .

[19]  Yoshihiro Narita,et al.  Vibrations of completely free shallow shells of rectangular planform , 1984 .

[20]  K. M. Liew,et al.  Application of two-dimensional orthogonal plate function to flexural vibration of skew plates , 1990 .