Two approaches are commonly used for solving the problem of wheel/rail contact in railroad dynamics. The first is the elastic approach in which the wheel is assumed to have six degrees of freedom with respect to the rail. The normal contact forces are defined using Hertz’s contact theory or in terms of assumed stiffness and damping coefficients. The second approach is the constraint approach in which nonlinear kinematic contact constraint equations are introduced, leading to a model in which the wheel has five degrees of freedom with respect to the rail. It is the objective of this investigation to present a new formulation for the wheel/rail contact problem based on the elastic force approach. Crucial to the success of any elastic force formulation for wheel/rail contact problem is the accurate prediction of the location of the contact points. To this end, features of multibody formulations that allow introducing arbitrary differential equations are exploited in this investigation in order to obtain a good estimate of the rail arc length traveled by the wheel set. In the formulation presented in this paper, four surface parameters are used to describe the wheel and the rail surfaces each with arbitrary geometry. In order to determine the location of the points of contact between the wheel and the rail, a first order differential equation for the rail arc length is introduced and is integrated simultaneously with the multibody equations of motion of the wheel/rail system. The method presented in this paper allows for multiple points of contact between the wheel and the rail by using an optimized search for all possible contact points. The normal contact forces are calculated and used with non-linear expressions for the creepages to determine the creep forces. The paper also discusses two different procedures for the analysis of the two-point contact in the wheel/rail interaction. Numerical results obtained using the elastic force model are presented and compared with the results obtained using the constraint approach.
Skip Nav Destination
ASME 2002 International Mechanical Engineering Congress and Exposition
November 17–22, 2002
New Orleans, Louisiana, USA
Conference Sponsors:
- Rail Transportation Division
ISBN:
0-7918-3646-0
PROCEEDINGS PAPER
Modeling Two-Point Wheel/Rail Contacts Using Constraint and Elastic-Force Approaches
Ahmed A. Shabana,
Ahmed A. Shabana
University of Illinois at Chicago, Chicago, IL
Search for other works by this author on:
Khaled E. Zaazaa,
Khaled E. Zaazaa
University of Illinois at Chicago, Chicago, IL
Search for other works by this author on:
Jose´ L. Escalona,
Jose´ L. Escalona
University of Seville, Seville, Spain
Search for other works by this author on:
Jalil R. Sany
Jalil R. Sany
Center for Automated Mechanics (CAM), Cicero, IL
Search for other works by this author on:
Ahmed A. Shabana
University of Illinois at Chicago, Chicago, IL
Khaled E. Zaazaa
University of Illinois at Chicago, Chicago, IL
Jose´ L. Escalona
University of Seville, Seville, Spain
Jalil R. Sany
Center for Automated Mechanics (CAM), Cicero, IL
Paper No:
IMECE2002-39601, pp. 35-50; 16 pages
Published Online:
June 3, 2008
Citation
Shabana, AA, Zaazaa, KE, Escalona, JL, & Sany, JR. "Modeling Two-Point Wheel/Rail Contacts Using Constraint and Elastic-Force Approaches." Proceedings of the ASME 2002 International Mechanical Engineering Congress and Exposition. Rail Transportation. New Orleans, Louisiana, USA. November 17–22, 2002. pp. 35-50. ASME. https://doi.org/10.1115/IMECE2002-39601
Download citation file:
15
Views
Related Proceedings Papers
Related Articles
Effect of the Linearization of the Kinematic Equations in Railroad Vehicle System Dynamics
J. Comput. Nonlinear Dynam (January,2006)
Wheelset Mechanics During Wheelclimb Derailment
J. Appl. Mech (September,1984)
On the Effect of Track Irregularities on the Dynamic Response of Railway Vehicles
J. Eng. Ind (November,1974)
Related Chapters
Introduction to Analysis Tools
Dynamics of Particles and Rigid Bodies: A Self-Learning Approach
Submarine Sediment Scouring in Sea-Crossing Bridge Locations (Xiamen Rail-Cum-Road Bridge on Fuzhou-Xiamen Railroad Taken as an Example)
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
Contact (Joint) Stiffness and Damping
Handbook on Stiffness & Damping in Mechanical Design