A Dynamic Partitioning Method to solve the vehicle-bridge interaction problem

Abstract This paper presents a Dynamic Partitioning Method (DPM) to solve the vehicle-bridge interaction (VBI) problem via a set of exclusively second-order ordinary differential equations (ODEs). The partitioning of the coupled VBI problem follows a localized Lagrange multipliers approach that introduces auxiliary contact bodies between the vehicle’s wheels and the sustaining bridge. The introduction of contact bodies, instead of merely static points, allows the assignment of proper mass, damping and stiffness properties to the involved constrains. These properties are estimated in a systematic manner, based on a consistent application of Newton’s law of motion to mechanical systems subjected to bilateral constraints. In turn, this leads to a dynamic representation of motion constraints and associated Lagrange multipliers. Subsequently, both equations of motion and constraint equations yield a set of ODEs. This ODE formulation avoids constraint drifts and instabilities associated with differential–algebraic equations, typically adopted to solve constrained mechanical problems. Numerical applications show that, when combined with appropriate numerical analysis schemes, DPM can considerably decrease the computational cost of the analysis, especially for large vehicle-bridge systems. Thus, compared to existing methods to treat VBI, DPM is both accurate and cost-efficient.

[1]  L. Petzold Differential/Algebraic Equations are not ODE's , 1982 .

[2]  E. Dimitrakopoulos,et al.  Vehicle–bridge interaction analysis modeling derailment during earthquakes , 2018 .

[3]  Nathan M. Newmark,et al.  A Method of Computation for Structural Dynamics , 1959 .

[4]  J. G. Papastavridis Tensor calculus and analytical dynamics , 1998 .

[5]  Rui Calçada,et al.  A direct method for analyzing the nonlinear vehicle–structure interaction , 2012 .

[6]  Charikleia D. Stoura,et al.  Correction to: MDOF extension of the modified bridge system method for vehicle–bridge interaction , 2020, Nonlinear Dynamics.

[7]  S. Natsiavas,et al.  A set of ordinary differential equations of motion for constrained mechanical systems , 2015 .

[8]  O. Bauchau A self-stabilized algorithm for enforcing constraints in multibody systems , 2003 .

[9]  K. Bathe Finite Element Procedures , 1995 .

[10]  A. Nayfeh,et al.  Applied nonlinear dynamics : analytical, computational, and experimental methods , 1995 .

[11]  Hui Guo,et al.  Recent developments of high-speed railway bridges in China , 2017 .

[12]  Yeong-Bin Yang,et al.  Vehicle-bridge interaction dynamics: with applications to high-speed railways , 2004 .

[13]  Elias G. Dimitrakopoulos,et al.  A three-dimensional dynamic analysis scheme for the interaction between trains and curved railway bridges , 2015 .

[14]  M. Géradin,et al.  Flexible Multibody Dynamics: A Finite Element Approach , 2001 .

[15]  Nan Zhang,et al.  Dynamic analysis of coupled vehicle-bridge system based on inter-system iteration method , 2013 .

[16]  Guido De Roeck,et al.  Dynamic analysis of high speed railway bridge under articulated trains , 2003 .

[17]  Olivier A. Bauchau,et al.  Flexible multibody dynamics , 2010 .

[18]  G. De Roeck,et al.  Integral model for train-track-bridge interaction on the Sesia viaduct: Dynamic simulation and critical assessment , 2012 .

[19]  Nan Zhang,et al.  Consideration of nonlinear wheel–rail contact forces for dynamic vehicle–bridge interaction in high-speed railways , 2013 .

[20]  J. Baumgarte Stabilization of constraints and integrals of motion in dynamical systems , 1972 .

[21]  Charikleia D. Stoura,et al.  Additional damping effect on bridges because of vehicle-bridge interaction , 2020, Journal of Sound and Vibration.

[22]  Charikleia D. Stoura,et al.  A localized lagrange multipliers approach for the problem of vehicle-bridge-interaction , 2018 .

[23]  Jorge Ambrósio,et al.  A co-simulation approach to the wheel–rail contact with flexible railway track , 2018, Multibody System Dynamics.

[24]  R. Calçada,et al.  University of Huddersfield Repository A direct method for analyzing the vertical vehicle-structure interaction , 2011 .

[25]  Olivier Verlinden,et al.  A vehicle/track/soil model using co-simulation between multibody dynamics and finite element analysis , 2020 .

[26]  Jan Vierendeels,et al.  Stability analysis of Gauss-Seidel iterations in a partitioned simulation of fluid-structure interaction , 2010 .

[27]  Sotirios Natsiavas,et al.  Application of an augmented Lagrangian approach to multibody systems with equality motion constraints , 2020, Nonlinear Dynamics.

[28]  Stephen J. Wright,et al.  Numerical Optimization , 2018, Fundamental Statistical Inference.

[29]  Qi Li,et al.  Stress and acceleration analysis of coupled vehicle and long-span bridge systems using the mode superposition method , 2010 .

[30]  Linda R. Petzold,et al.  Numerical solution of initial-value problems in differential-algebraic equations , 1996, Classics in applied mathematics.

[31]  S. Natsiavas,et al.  On application of Newton’s law to mechanical systems with motion constraints , 2013 .

[32]  M. V. Sivaselvan,et al.  An algorithm for dynamic vehicle-track-structure interaction analysis for high-speed trains , 2017 .

[33]  Yeong-Bin Yang,et al.  VEHICLE-BRIDGE INTERACTION ANALYSIS BY DYNAMIC CONDENSATION METHOD. DISCUSSION AND CLOSURE , 1995 .

[34]  Hiroyuki Sugiyama,et al.  Railroad Vehicle Dynamics: A Computational Approach , 2007 .

[35]  Martin Arnold,et al.  Stability of Sequential Modular Time Integration Methods for Coupled Multibody System Models , 2010 .

[36]  Jan Vierendeels,et al.  Stability of a coupling technique for partitioned solvers in FSI applications , 2008 .

[37]  Ahmed A. Shabana,et al.  Dynamics of Multibody Systems , 2020 .