An Explicit Time Integration Scheme Based on B-Spline Interpolation and Its Application in Wave Propagation Analysis

An explicit time integration scheme for hyperbolic equations is proposed using B-spline interpolation and weighted residual method. It has simple formulation and calculation procedure. With one adjustable algorithmic parameter, new scheme has higher accuracy when compared with other excellent explicit schemes. New scheme has controllable and also desirable period elongation which is verified by theoretical analysis and numerical simulations. Especially, a demonstrative dispersion analysis coupled with the corresponding wave propagation demonstrate the desirable numerical dissipation property and the effectiveness of the proposed scheme for wave propagation problems.

[1]  M. Dokainish,et al.  A survey of direct time-integration methods in computational structural dynamics—I. Explicit methods , 1989 .

[2]  M. Guddati,et al.  Dispersion-reducing finite elements for transient acoustics , 2005 .

[3]  Wanming Zhai,et al.  TWO SIMPLE FAST INTEGRATION METHODS FOR LARGE‐SCALE DYNAMIC PROBLEMS IN ENGINEERING , 1996 .

[4]  Laurent Stainier,et al.  Energy conserving balance of explicit time steps to combine implicit and explicit algorithms in structural dynamics , 2006 .

[5]  Saeed Shojaee,et al.  A parabolic acceleration time integration method for structural dynamics using quartic B-spline functions , 2012 .

[6]  P. Smolinski Subcycling integration with non-integer time steps for structural dynamics problems , 1996 .

[7]  Jintai Chung,et al.  A new family of explicit time integration methods for linear and non‐linear structural dynamics , 1994 .

[8]  K. Bathe Conserving energy and momentum in nonlinear dynamics: A simple implicit time integration scheme , 2007 .

[9]  P. J. Pahl,et al.  Development of an implicit method with numerical dissipation from a generalized ingle-step algorithm for structural dynamics , 1988 .

[10]  T. Fung Unconditionally stable higher-order Newmark methods by sub-stepping procedure , 1997 .

[11]  Daining Fang,et al.  A High-Order Numerical Manifold Method Based on B-Spline Interpolation and its Application in Structural Dynamics , 2016 .

[12]  Vladimir A. Tcheverda,et al.  Combination of the discontinuous Galerkin method with finite differences for simulation of seismic wave propagation , 2016, J. Comput. Phys..

[13]  K. Jian,et al.  An explicit time integration method for structural dynamics using septuple B‐spline functions , 2014 .

[14]  T. Hughes,et al.  Isogeometric collocation for elastostatics and explicit dynamics , 2012 .

[15]  T. Belytschko,et al.  Stability of an explicit multi-time step integration algorithm for linear structural dynamics equations , 1996 .

[16]  D. Fang,et al.  An improved time integration scheme based on uniform cubic B-splines and its application in structural dynamics , 2017 .

[17]  Mark O. Neal,et al.  Explicit-explicit subcycling with non-integer time step ratios for structural dynamic systems , 1989 .

[18]  W. Wen,et al.  A novel time integration method for structural dynamics utilizing uniform quintic B-spline functions , 2015 .

[19]  W. Zhong,et al.  An Accurate and Efficient Method for Dynamic Analysis of Two-Dimensional Periodic Structures , 2016 .

[20]  D. Fang,et al.  A quartic B-spline based explicit time integration scheme for structural dynamics with controllable numerical dissipation , 2017 .

[21]  Jintai Chung,et al.  Explicit time integration algorithms for structural dynamics with optimal numerical dissipation , 1996 .

[22]  D. Benson Computational methods in Lagrangian and Eulerian hydrocodes , 1992 .

[23]  Jintai Chung,et al.  A family of single-step Houbolt time integration algorithms for structural dynamics , 1994 .

[24]  Steen Krenk,et al.  Conservative fourth-order time integration of non-linear dynamic systems , 2015 .

[25]  Wanxie Zhong,et al.  The precise computation for wave propagation in stratified materials , 2004 .

[26]  K. Bathe,et al.  An explicit time integration scheme for the analysis of wave propagations , 2013 .

[27]  K. Jian,et al.  2D numerical manifold method based on quartic uniform B-spline interpolation and its application in thin plate bending , 2013 .

[28]  W. Zhong,et al.  The analytical solutions for the wave propagation in a stretched string with a moving mass , 2015 .

[29]  G. R. Johnson,et al.  Damping algorithms and effects for explicit dynamics computations , 2001 .

[30]  Daining Fang,et al.  A novel sub-step composite implicit time integration scheme for structural dynamics , 2017 .

[31]  Alain Combescure,et al.  Multi-time-step explicit–implicit method for non-linear structural dynamics , 2001 .

[32]  G. Rio,et al.  Numerical damping of spurious oscillations: a comparison between the bulk viscosity method and the explicit dissipative Tchamwa–Wielgosz scheme , 2013 .

[33]  K. Bathe,et al.  Performance of an implicit time integration scheme in the analysis of wave propagations , 2013 .

[34]  D. Fang,et al.  A comparative study of three composite implicit schemes on structural dynamic and wave propagation analysis , 2017 .