Imposition of boundary conditions by modifying the weighting coefficient matrices in the differential quadrature method

One of the important issues in the implementation of the differential quadrature method is the imposition of the given boundary conditions. There may be multiple boundary conditions involving higher-order derivatives at the boundary points. The boundary conditions can be imposed by modifying the weighting coefficient matrices directly. However, the existing method is not robust and is known to have many limitations. In this paper, a systematic procedure is proposed to construct the modified weighting coefficient matrices to overcome these limitations. The given boundary conditions are imposed exactly. Furthermore, it is found that the numerical results depend only on those sampling grid points where the differential quadrature analogous equations of the governing differential equations are established. The other sampling grid points with no associated boundary conditions are not essential. Copyright © 2002 John Wiley & Sons, Ltd.

[1]  Hongzhi Zhong,et al.  Solution of poisson and laplace equations by quadrilateral quadrature element , 1998 .

[2]  C. Shu,et al.  Comparison of two approaches for implementing stream function boundary conditions in DQ simulation of natural convection in a square cavity , 1998 .

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

[4]  Nicola Bellomo,et al.  Nonlinear models and problems in applied sciences from differential quadrature to generalized collocation methods , 1997 .

[5]  F. Civan,et al.  A comparative study of differential quadrature and cubature methods vis-à-vis some conventional techniques in context of convection-diffusion-reaction problems , 1995 .

[6]  Bending Analysis of Simply Supported Shear Deformable Skew Plates , 1997 .

[7]  S. Tomasiello DIFFERENTIAL QUADRATURE METHOD: APPLICATION TO INITIAL- BOUNDARY-VALUE PROBLEMS , 1998 .

[8]  C. Bert,et al.  Static analysis of a curved shaft subjected to end torques , 1996 .

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

[10]  Rapid and accurate solution of reactor models by the quadrature method , 1994 .

[11]  K. M. Liew,et al.  An eight-node curvilinear differential quadrature formulation for Reissner/Mindlin plates , 1997 .

[12]  K. Liew,et al.  Differential cubature method: A solution technique for Kirchhoff plates of arbitrary shape , 1997 .

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

[14]  P.A.A. Laura,et al.  Vibrations of non-uniform rings studied by means of the differential quadrature method , 1995 .

[15]  Yang Xiang,et al.  Analytical buckling solutions for mindlin plates involving free edges , 1996 .

[16]  Chang-New Chen,et al.  The development of irregular elements for differential quadrature element method steady-state heat conduction analysis , 1999 .

[17]  K. M. Liew,et al.  Numerical differential quadrature method for Reissner/Mindlin plates on two-parameter foundations , 1997 .

[18]  K. M. Liew,et al.  Analysis of moderately thick circular plates using differential quadrature method , 1997 .

[19]  Hejun Du,et al.  Application of generalized differential quadrature method to structural problems , 1994 .

[20]  T. C. Fung,et al.  Stability and accuracy of differential quadrature method in solving dynamic problems , 2002 .

[21]  K. M. Liew,et al.  Differential quadrature method for thick symmetric cross-ply laminates with first-order shear flexibility , 1996 .

[22]  Chang Shu,et al.  ON OPTIMAL SELECTION OF INTERIOR POINTS FOR APPLYING DISCRETIZED BOUNDARY CONDITIONS IN DQ VIBRATION ANALYSIS OF BEAMS AND PLATES , 1999 .

[23]  C. Bert,et al.  Application of differential quadrature to static analysis of structural components , 1989 .

[24]  Xinwei Wang,et al.  Static and free vibrational analysis of rectangular plates by the differential quadrature element method , 1998 .

[25]  D. Redekop,et al.  Buckling of circular cylindrical shells by the Differential Quadrature Method , 1998 .

[26]  C. Bert,et al.  Differential quadrature for static and free vibration analyses of anisotropic plates , 1993 .

[27]  K. Liew,et al.  Bending Solution for Thick Plates with Quadrangular Boundary , 1998 .

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

[29]  Nicola Bellomo,et al.  Solution of nonlinear problems in applied sciences by generalized collocation methods and Mathematica , 2001 .

[30]  P.A.A. Laura,et al.  Analysis of vibrating rectangular plates with non-uniform boundary conditions by using the differential quadrature method , 1994 .

[31]  Alfred G. Striz,et al.  Static analysis of structures by the quadrature element method , 1994 .

[32]  On the equivalence of the time domain differential quadrature method and the dissipative Runge–Kutta collocation method , 2002 .

[33]  K. M. Liew,et al.  Differential quadrature method for Mindlin plates on Winkler foundations , 1996 .

[34]  K. Liew,et al.  Analysis of annular Reissner/Mindlin plates using differential quadrature method , 1998 .

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

[36]  Chang Shu,et al.  Treatment of mixed and nonuniform boundary conditions in GDQ vibration analysis of rectangular plates , 1999 .

[37]  Charles W. Bert,et al.  Differential quadrature analysis of deflection, buckling, and free vibration of beams and rectangular plates , 1993 .

[38]  E. Stanley Lee Quasilinearization and invariant imbedding in optimization , 1968 .

[39]  G. R. Liu,et al.  A Differential Quadrature as a numerical method to solve differential equations , 1999 .

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

[41]  Charles W. Bert,et al.  Free Vibration of Plates by the High Accuracy Quadrature Element Method , 1997 .

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

[43]  J. M. Herndon,et al.  Liquid bridge stabilization: theory guides a codimension-two experiment , 1999 .

[44]  T. C. Fung,et al.  Solving initial value problems by differential quadrature method?part 2: second- and higher-order equations , 2001 .

[45]  Chang Shu,et al.  On the equivalence of generalized differential quadrature and highest order finite difference scheme , 1998 .

[46]  Charles W. Bert,et al.  Flexural — torsional buckling analysis of arches with warping using DQM , 1997 .

[47]  M. Pandey,et al.  Differential quadrature method in the buckling analysis of beams and composite plates , 1991 .

[48]  Alfred G. Striz,et al.  High-accuracy plane stress and plate elements in the quadrature element method , 1995 .

[49]  K. M. Liew,et al.  A four-node differential quadrature method for straight-sided quadrilateral Reissner/Mindlin plates , 1997 .

[50]  T. C. Fung,et al.  Solving initial value problems by differential quadrature method—part 1: first‐order equations , 2001 .

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