Dynamic modelling of high speed ballasted railway tracks: analysis of the behaviour
IG Giner, AR Alvarez, SSC García-Moreno… - Transportation research …, 2016 - Elsevier
IG Giner, AR Alvarez, SSC García-Moreno, JL Camacho
Transportation research procedia, 2016•ElsevierThe aim of the paper is to present a numerical model for a ballasted railway track that
includes the dynamic effect of a moving train load and predicts the values of the vertical
stiffness of the infrastructure. This model is therefore deemed to be a tool for the evaluation
of the state of the track during service situations as well as a predictive model of the
behaviour of the system. Consequently, it will be very useful when sizing the cross section of
a new railway line is required. The main modelling tool is the finite element method. In …
includes the dynamic effect of a moving train load and predicts the values of the vertical
stiffness of the infrastructure. This model is therefore deemed to be a tool for the evaluation
of the state of the track during service situations as well as a predictive model of the
behaviour of the system. Consequently, it will be very useful when sizing the cross section of
a new railway line is required. The main modelling tool is the finite element method. In …
Abstract
The aim of the paper is to present a numerical model for a ballasted railway track that includes the dynamic effect of a moving train load and predicts the values of the vertical stiffness of the infrastructure. This model is therefore deemed to be a tool for the evaluation of the state of the track during service situations as well as a predictive model of the behaviour of the system. Consequently, it will be very useful when sizing the cross section of a new railway line is required.
The main modelling tool is the finite element method. In regard to this, the application of damping elements to avoid the elastic wave reflection on the boundaries of the numerical domain will be studied. The proposed dynamic analysis consider the change in time of the value of the train load, but not the change in position along the tracks.
In the end, a set of suggestions for the numerical model with moving loads will be summarize aiming for the mitigation of the unusual behaviour of the contact surface between the ballast and the sleepers.
Elsevier
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