Numerical behavior of time domain BEM for three-dimensional transient elastodynamic problems

The present paper deals with the time domain formulation of the boundary element method for three-dimensional elastodynamic problems and its actual implementation for the solution of transient problems relative to bounded domains with any geometry. Particular attention is paid to stability and accuracy of the computed solutions. The numerical approach is based on a constant velocity prediction algorithm and the combination of the integral representation for several time steps. Quadratic boundary elements are considered. A subdivision of the elements is introduced for integration in order to preserve the causality condition and to improve the accuracy of the solution. As opposite to previously published techniques, the present approach is tested for finite 3D bodies with actual values of the elastic constants (non-zero Poisson's ratio). The obtained results show the stability and accuracy of the approach for a wide enough range of time step size and non-uniform meshes.

[1]  A. Peirce,et al.  STABILITY ANALYSIS AND DESIGN OF TIME-STEPPING SCHEMES FOR GENERAL ELASTODYNAMIC BOUNDARY ELEMENT MODELS , 1997 .

[2]  T. J.R. Hughes,et al.  ANALYSIS OF TRANSIENT ALGORITHMS WITH PARTICULAR REFERENCE TO STABILITY BEHAVIOR. , 1983 .

[3]  T. Belytschko,et al.  Computational Methods for Transient Analysis , 1985 .

[4]  W. Mansur,et al.  A linear θ method applied to 2D time‐domain BEM , 1998 .

[5]  George D. Manolis,et al.  A comparative study on three boundary element method approaches to problems in elastodynamics , 1983 .

[6]  Miguel Cerrolaza,et al.  A bi‐cubic transformation for the numerical evaluation of the Cauchy principal value integrals in boundary methods , 1989 .

[7]  Carlos Alberto Brebbia,et al.  Advances in boundary elements , 1989 .

[8]  A. Peirce,et al.  Implementation and application of elastodynamic boundary element discretizations with improved stability properties , 1997 .

[9]  A linear θ time-marching algorithm in 3D BEM formulation for elastodynamics , 1999 .

[10]  Björn Birgisson,et al.  Elastodynamic direct boundary element methods with enhanced numerical stability properties , 1999 .

[11]  J. Domínguez,et al.  A singular element for three-dimensional fracture mechanics analysis , 1997 .

[12]  Dimitris L. Karabalis,et al.  An advanced direct time domain BEM formulation for general 3-D elastodynamic problems , 1994 .

[13]  J. Domínguez,et al.  Dynamic crack problems in three-dimensional transversely isotropic solids , 2001 .

[14]  W. Mansur,et al.  Time weighting in time domain BEM , 1998 .

[15]  Y. M. Chen,et al.  Numerical computation of dynamic stress intensity factors by a Lagrangian finite-difference method (the HEMP code) , 1975 .

[16]  J. Domínguez,et al.  The time domain boundary element method for elastodynamic problems , 1991 .

[17]  Dimitri E. Beskos,et al.  Dynamic response of flexible strip-foundations by boundary and finite elements , 1986 .

[18]  W. Mansur,et al.  The linear θ method for 2-D elastodynamic BE analysis , 1999 .

[19]  A. Frangi,et al.  On the numerical stability of time-domain elastodynamic analyses by BEM , 1999 .

[20]  Prasanta K. Banerjee,et al.  Transient elastodynamic analysis of three‐dimensional problems by boundary element method , 1986 .

[21]  J. Domínguez Boundary elements in dynamics , 1993 .

[22]  Dimitri E. Beskos,et al.  Boundary Element Methods in Dynamic Analysis , 1987 .

[23]  Dimitri E. Beskos,et al.  Boundary Element Methods in Dynamic Analysis: Part II (1986-1996) , 1997 .

[24]  H. Antes A boundary element procedure for transient wave propagations in two-dimensional isotropic elastic media , 1985 .

[25]  J. Ballmann,et al.  Re-consideration of Chen's problem by finite difference method , 1993 .