External coupling software based on macro- and micro-time scales for explicit/implicit multi-time-step co-computations in structural dynamics

External coupling software based on the coupling algorithm proposed by Prakash and Hjelmstad (PH method) is compared to the previous external coupling software based on the GC (Gravouil and Combsecure) method. The salient features of multi-time-step partitioning methods are presented: they involve non-overlapping partitions and follow a dual Schur approach by enforcing the velocity continuity at the interface with Lagrange multipliers. The main difference between the two methods lies in the time scale at which the interface problem is solved: the micro-time scale for the GC algorithm and macro-time scale for the PH algorithm. During the multi-time-step co-computations involving two finite element codes (explicit and implicit FE codes), the tasks carried out by the coupling software PH-CPL, based on a variant of the PH algorithm, are illustrated and compared to the coupling software GC-CPL based on the GC algorithm. The advantage of the new coupling PH-CPL software is highlighted in terms of parallel capabilities. In addition, the PH-CPL coupling software alleviates the dissipative drawback of the GC method at the interface between the subdomains. Academic cases are investigated to check the energy features and the accuracy order for the GC and PH algorithms. Finally, explicit/implicit multi-time-step co-computations with GC-CPL and PH-CPL software are conducted for two engineering applications under the assumption of linear elastic materials: a reinforced concrete frame structure under blast loading striking its front face and a flat composite stiffened panel subjected to localised loads applied to its central frame. Subdomain decomposition framework using a Dual Schur approach.Comparison of two external coupling software based on the GC and PH algorithms.Explicit/implicit multi-time-step co-computations with different FE codes.Improved variant of the PH algorithm.Parallel capabilities and conserving energy features.

[1]  Alain Combescure,et al.  A numerical scheme to couple subdomains with different time-steps for predominantly linear transient analysis , 2002 .

[2]  Patrick Smolinski,et al.  An explicit multi-time step integration method for second order equations , 1992 .

[3]  G. Magonette,et al.  Pseudo‐dynamic testing of bridges using non‐linear substructuring , 2004 .

[4]  Patrick Smolinski,et al.  Stability of explicit subcycling time integration with linear interpolation for first-order finite element semidiscretizations , 1998 .

[5]  T. Belytschko,et al.  Explicit multi-time step integration for first and second order finite element semidiscretizations , 1993 .

[6]  Oreste S. Bursi,et al.  Generalized‐α methods for seismic structural testing , 2004 .

[7]  Ted Belytschko,et al.  Stability analysis of elemental explicit-implicit partitions by Fourier methods , 1992 .

[8]  Oreste S. Bursi,et al.  Novel generalized-α methods for interfield parallel integration of heterogeneous structural dynamic systems , 2010, J. Comput. Appl. Math..

[9]  William J.T. Daniel,et al.  A partial velocity approach to subcycling structural dynamics , 2003 .

[10]  Anthony Gravouil,et al.  Explicit/implicit multi-time step co-computations for blast analyses on a reinforced concrete frame structure , 2012 .

[11]  Vincent Faucher,et al.  Local modal reduction in explicit dynamics with domain decomposition. Part 1: extension to subdomains undergoing finite rigid rotations , 2004 .

[12]  Ted Belytschko,et al.  Mixed-time implicit-explicit finite elements for transient analysis , 1982 .

[13]  Thomas J. R. Hughes,et al.  IMPLICIT-EXPLICIT FINITE ELEMENTS IN TRANSIENT ANALYSIS , 1978 .

[14]  Ted Belytschko,et al.  Mixed methods for time integration , 1979 .

[15]  Alain Combescure,et al.  Implicit/explicit multi-time step co-computations for predicting reinforced concrete structure response under earthquake loading , 2012 .

[16]  Alain Combescure,et al.  A monolithic energy conserving method to couple heterogeneous time integrators with incompatible time steps in structural dynamics , 2011 .

[17]  C. Farhat,et al.  A method of finite element tearing and interconnecting and its parallel solution algorithm , 1991 .

[18]  Steen Krenk,et al.  Energy conservation in Newmark based time integration algorithms , 2006 .

[19]  Thomas J. R. Hughes,et al.  IMPLICIT-EXPLICIT FINITE ELEMENTS IN TRANSIENT ANALYSIS: IMPLEMENTATION AND NUMERICAL EXAMPLES. , 1978 .

[20]  A. Rama Mohan Rao,et al.  Explicit nonlinear dynamic finite element analysis on homogeneous/heterogeneous parallel computing environment , 2006, Adv. Eng. Softw..

[21]  A. Combescure,et al.  Coupling subdomains with heterogeneous time integrators and incompatible time steps , 2009 .

[22]  A. Rama Mohan Rao,et al.  MPI-based parallel finite element approaches for implicit nonlinear dynamic analysis employing sparse PCG solvers , 2005, Adv. Eng. Softw..

[23]  L. Remondini,et al.  A new concept in two‐dimensional auto‐adaptative mesh generation , 1994 .

[24]  W. Daniel Analysis and implementation of a new constant acceleration subcycling algorithm , 1997 .

[25]  Alain Combescure,et al.  An approach to the connection between subdomains with non‐matching meshes for transient mechanical analysis , 2002 .

[26]  Pierre Pegon,et al.  α-Operator splitting time integration technique for pseudodynamic testing error propagation analysis , 1997 .

[27]  D. Tortorelli,et al.  A FETI‐based domain decomposition technique for time‐dependent first‐order systems based on a DAE approach , 2008 .

[28]  William J.T. Daniel,et al.  Subcycling first- and second-order generalizations of the trapezoidal rule , 1998 .

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

[30]  Charbel Farhat,et al.  A transient FETI methodology for large‐scale parallel implicit computations in structural mechanics , 1994 .

[31]  M. Arnold,et al.  Convergence of the generalized-α scheme for constrained mechanical systems , 2007 .

[32]  W. Daniel A study of the stability of subcycling algorithms in structural dynamics , 1998 .

[33]  T. Belytschko,et al.  Stability of explicit‐implicit mesh partitions in time integration , 1978 .

[34]  Jintai Chung,et al.  A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method , 1993 .

[35]  Oreste S. Bursi,et al.  Convergence analysis of a parallel interfield method for heterogeneous simulations with dynamic substructuring , 2008 .

[36]  P. Smolinski Stability analysis of a multi-time step explicit integration method , 1992 .

[37]  Thomas J. R. Hughes,et al.  Implicit-Explicit Finite Elements in Transient Analysis: Stability Theory , 1978 .

[38]  A. Prakash,et al.  A FETI‐based multi‐time‐step coupling method for Newmark schemes in structural dynamics , 2004 .

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