Computational & Technology Resources
an online resource for computational,
engineering & technology publications
Civil-Comp Conferences
ISSN 2753-3239
CCC: 1
PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 31.15

A Co-simulation Solution for Vehicle-Track Interaction Dynamics Problems

Y. Shang, M. Nogal and A.R.M. Wolfert

Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands

Full Bibliographic Reference for this paper
Y. Shang, M. Nogal, A.R.M. Wolfert, "A Co-simulation Solution for Vehicle-Track Interaction Dynamics Problems", in J. Pombo, (Editor), "Proceedings of the Fifth International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 1, Paper 31.15, 2022, doi:10.4203/ccc.1.31.15
Keywords: finite element method, iterative method, railway track design, track maintenance, vehicle-track interaction, track geometry irregularities.

Abstract
A co-simulation solution based on direct equilibrium of contact forces is proposed to simulate vehicle-track interaction (VTI) dynamics. It is developed in two platforms, which presents an iterative feedback loop that exchanges contact force files and structure response field in real-time. The load vector acting on the structure is described by a moving Gaussian pulse, which approximates the Dirac-delta function. Through this approach, system matrices are not exported and the additional identification of the correspondence between structure nodes and vehicle positions is avoided, which is contrary to the typical scheme in existing co-simulation methods for VTI problems. The direct information exchange in the current solution simplifies the VTI model development, making it easier for the application in track design and maintenance phase. The solution is demonstrated by a general beam model subject to a quarter car and has been calibrated and verified by benchmark cases coded in MATLAB. The example presented is a baseline model for demonstration purposes. And the proposed scheme allows for flexibility in incorporating more complex structure configurations and vehicle motions for further study.

download the full-text of this paper (PDF, 1311 Kb)

go to the previous paper
go to the next paper
return to the table of contents
return to the volume description