posted on 2017-01-30, 00:00authored byAhmed A Shabana, Brian Tinsley, Mohil D Patel, Carmine M Pappalardo
In this paper, a new continuum-based pantograph/catenary model based on the absolute nodal
coordinate formulation (ANCF) is proposed and used to develop an effective method to control
the contact force which arises from the pantograph/catenary interaction. In the proposed new
model, only one ANCF gradient vector is used in the formulation of the pantograph/catenary
contact conditions, thereby allowing for using the proposed approach for both fully
parameterized and gradient deficient ANCF finite elements. The proposed contact formulation
can also be considered as a more general sliding joint formulation that allows for the use of the
more efficient gradient deficient ANCF finite elements in modeling very flexible cables. A three-
dimensional multibody system (MBS) model of a pantograph mounted on a train is developed
using a nonlinear augmented MBS formulation. In order to take into account the catenary large
deformation, ANCF finite elements are used. The contact between the pantograph and the
catenary system is ensured using a sliding joint constraint whereas the contact between the rail
vehicle wheels and the train track is modelled using an elastic contact formulation. In addition to
the use of the new MBS approach to model the pantograph/catenary interaction, the contact force
between the pantograph and the catenary is computed using a simpler lumped parameter model
which describes the pan-head and the plunger subsystem dynamics. In order to reduce the
standard deviation of the contact force without affecting its mean value, a control actuator is used
between the pan-head and the plunger. To this end, three types of control laws for the control
action are designed to improve the contact quality both in the transient phase and in the steady
state phase of the pantograph/catenary interaction. The first control law proposed features a
feedback structure whereas the second and the third control strategies employ a feedback plus
feed-forward architecture. In order to demonstrate the effectiveness of the proposed method, the
results of a set of numerical simulations with and without the controllers are presented.
Funding
This research was supported in part by the U.S. Department of Transportation National
University Rail (NURail) Center.