An efficient integration procedure for linear dynamics based on a time discontinuous Galerkin formulation

AbstractThis work presents an effective procedure devised to implement the time discontinuous Galerkin method for linear dynamics. In particular, the method with piecewise linear time interpolation is considered. The procedure is based on a simple and low-cost iterative scheme, which is designed not as a mere solution algorithm, but rather as a method to generate improved approximations to the exact solution. The corrected solutions inherit the desired stability and dissipative properties from the target solution, while accuracy is improved by iterations. Indeed, no more than two iterations are shown to be needed. The resultant algorithm leads to remarkable computational savings and can be easily implemented into existing finite element codes. Numerical tests confirm that the present procedure possesses many attractive features for applications to dynamic analysis.

[1]  G. Hulbert A unified set of single-step asymptotic annihilation algorithms for structural dynamics , 1994 .

[2]  M. Borri,et al.  A general framework for interpreting time finite element formulations , 1993 .

[3]  J. Z. Zhu,et al.  The finite element method , 1977 .

[4]  P. Raviart,et al.  On a Finite Element Method for Solving the Neutron Transport Equation , 1974 .

[5]  P. Möller High‐order hierarchical A‐ and L‐stable integration methods , 1993 .

[6]  F. Ubertini,et al.  The Nørsett time integration methodology for finite element transient analysis , 2002 .

[7]  Claes Johnson,et al.  Computational Differential Equations , 1996 .

[8]  T. Fung,et al.  On the Accuracy of Discontinuous Galerkin Methods in the Time Domain , 1996 .

[9]  Nils-Erik Wiberg,et al.  STRUCTURAL DYNAMIC ANALYSIS BY A TIME‐DISCONTINUOUS GALERKIN FINITE ELEMENT METHOD , 1996 .

[10]  T. C. Fung,et al.  Complex‐time‐step methods for transient analysis , 1999 .

[11]  S. C. Fan,et al.  A comprehensive unified set of single-step algorithms with controllable dissipation for dynamics. Part II. Algorithms and analysis , 1997 .

[12]  S. C. Fan,et al.  A comprehensive unified set of single-step algorithms with controllable dissipation for dynamics Part I. Formulation , 1997 .

[13]  M. Mancuso,et al.  Formulation and analysis of variational methods for time integration of linear elastodynamics , 1995 .

[14]  J. H. Tang,et al.  Three-dimensional transient elastodynamic analysis by a space and time-discontinuous Galerkin finite element method , 2003 .

[15]  G. Hulbert Time finite element methods for structural dynamics , 1992 .

[16]  C. Chien,et al.  A particular integral BEM/time-discontinuous FEM methodology for solving 2-D elastodynamic problems , 2001 .

[17]  Francesco Ubertini,et al.  A methodology for the generation of low‐cost higher‐order methods for linear dynamics , 2003 .

[18]  Syvert P. Nørsett,et al.  One-step methods of hermite type for numerical integration of stiff systems , 1974 .

[19]  Claes Johnson,et al.  Discontinuous Galerkin finite element methods for second order hyperbolic problems , 1993 .

[20]  F. Ubertini,et al.  Collocation methods with controllable dissipation for linear dynamics , 2001 .

[21]  T.-Y. Wu,et al.  An improved predictor/multi-corrector algorithm for a time-discontinuous Galerkin finite element method in structural dynamics , 2000 .

[22]  Nils-Erik Wiberg,et al.  Adaptive finite element procedures for linear and non‐linear dynamics , 1999 .