A robust non-iterative algorithm for multi-body dynamics and vehicle–structure interaction analysis

This paper presents a novel, non-iterative, general formulation for the transient analysis of interacting elastodynamic systems in contact that may exhibit relative motion with respect to each othe...

[1]  Pennung Warnitchai,et al.  Dynamic analysis of three-dimensional bridge–high-speed train interactions using a wheel–rail contact model , 2009 .

[2]  Wanming Zhai,et al.  High-speed train–track–bridge dynamic interactions – Part II: experimental validation and engineering application , 2013 .

[3]  Yeong-Bin Yang,et al.  Vehicle-Bridge Interaction Element for Dynamic Analysis , 1997 .

[4]  Raid Karoumi,et al.  Train–bridge interaction – a review and discussion of key model parameters , 2014 .

[5]  Nan Zhang,et al.  Dynamic Interaction of Train-Bridge Systems in High-Speed Railways , 2018 .

[6]  Ping Lou,et al.  Finite element analysis for train–track–bridge interaction system , 2007 .

[7]  Issam E. Harik,et al.  A hybrid solution for studying vibrations of coupled train–track–bridge system , 2017 .

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

[9]  Gunmo Gu,et al.  Dynamic Response of High Speed Train Moving on Consecutive Bridges , 2019 .

[10]  Valeri Markine,et al.  Numerical analysis of the dynamic interaction between wheel set and turnout crossing using the explicit finite element method , 2016 .

[11]  Xiaozhen Li,et al.  High-speed train–track–bridge dynamic interactions – Part I: theoretical model and numerical simulation , 2013 .

[12]  G. A. Fonder,et al.  AN ITERATIVE SOLUTION METHOD FOR DYNAMIC RESPONSE OF BRIDGE–VEHICLES SYSTEMS , 1996 .

[13]  R. Moreno Delgado,et al.  Modelling of railway bridge-vehicle interaction on high speed tracks , 1997 .

[14]  Wanming Zhai,et al.  A New Wheel/Rail Spatially Dynamic Coupling Model and its Verification , 2004 .

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

[16]  Nao-Aki Noda,et al.  ANALYSES OF DYNAMIC RESPONSE OF VEHICLE AND TRACK COUPLING SYSTEM WITH RANDOM IRREGULARITY OF TRACK VERTICAL PROFILE , 2002 .

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

[18]  Sang Hyo Kim,et al.  Structural analysis of 3D high-speed train–bridge interactions for simple train load models , 2010 .

[19]  Joao Pombo,et al.  A new wheel–rail contact model for railway dynamics , 2007 .

[20]  G. De Roeck,et al.  Experimental analysis of a high-speed railway bridge under Thalys trains , 2003 .

[21]  Aleksander Sładkowski,et al.  Analysis of wheel–rail interaction using FE software , 2005 .

[22]  Christian Madshus,et al.  HIGH-SPEED RAILWAY LINES ON SOFT GROUND: DYNAMIC BEHAVIOUR AT CRITICAL TRAIN SPEED , 2000 .

[23]  Jens C. O. Nielsen,et al.  Railway vehicle/track interaction analysis using a modal substructuring approach , 2006 .

[24]  Yu Guo,et al.  A robust non-Hertzian contact method for wheel–rail normal contact analysis , 2018 .

[25]  Geert Degrande,et al.  FREE FIELD VIBRATIONS DURING THE PASSAGE OF A THALYS HIGH-SPEED TRAIN AT VARIABLE SPEED , 2001 .

[26]  Raimundo Delgado,et al.  Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model , 2017 .

[27]  Ping Lou,et al.  Rail–bridge coupling element of unequal lengths for analysing train–track–bridge interaction systems , 2012 .

[28]  Wanming Zhai,et al.  Fundamentals of vehicle–track coupled dynamics , 2009 .

[29]  Rui Calçada,et al.  Experimental analysis of track-ground vibrations on a stretch of the Portuguese railway network , 2016 .

[30]  Kai Liu,et al.  A COMPARISON OF DIFFERENT SOLUTION ALGORITHMS FOR THE NUMERICAL ANALYSIS OF VEHICLE–BRIDGE INTERACTION , 2014 .

[31]  Liang Ling,et al.  Train–track–bridge dynamic interaction: a state-of-the-art review , 2019, Vehicle System Dynamics.

[32]  Trong Phuoc Nguyen,et al.  A contact element for dynamic analysis of beams to a moving oscillator on tensionless elastic foundation , 2016 .

[33]  Georges Kouroussis,et al.  Field testing and analysis of high speed rail vibrations , 2014 .

[34]  Ki-Du Kim,et al.  Simulation procedure for vehicle-substructure dynamic interactions and wheel movements using linearized wheel-rail interfaces , 2009 .

[35]  Yeong-Bin Yang,et al.  Impact response of high speed rail bridges and riding comfort of rail cars , 1999 .

[36]  Yvon Maday,et al.  Coupling finite element and spectral methods: first results , 1990 .

[37]  Mohd Rapik Saat,et al.  Generalized railway tank car safety design optimization for hazardous materials transport: addressing the trade-off between transportation efficiency and safety. , 2011, Journal of hazardous materials.

[38]  Eugene J. O'Brien,et al.  Train–track–bridge modelling and review of parameters , 2016 .

[39]  Dimitris C. Rizos,et al.  A coupled computational method for multi-solver, multi-domain transient problems in elastodynamics , 2012 .