2014Unpublished venueRequires access

Dynamic interaction between high-speed trains and curved railway bridges

Elias G. Dimitrakopoulos, Qing Dun Zeng

Open publisher page 1 citations

Abstract

The present paper proposes an original scheme for the dynamic interaction between high-speed trains and curved in-plan railway bridges. The bridge is simulated with the finite element method. The train vehicle is treated as a multibody system. To describe the motion of the vehicle, the study employs a moving trajectory system of reference, with the help of which, the additional centrifugal and Coriolis forces, due to the curved track, are captured. The contact forces between wheels and rails are derived based on a kinematical constraint on the acceleration level. Key feature of the proposed scheme is the matrix character of the formulation, which results in a set of condensed equations of motion. The rail irregularities, the wheel hunting motion and the additional rolling rotation of wheelsets are taken as the system's excitation. The study also considers the track eccentricity with respect to the deck centroid and the track tilting angel.

About this research paper

What this paper is about

The present paper proposes an original scheme for the dynamic interaction between high-speed trains and curved in-plan railway bridges. The bridge is simulated with the finite element method. The train vehicle is treated as a multibody system. To describe the motion of the vehicle, the study employs a moving trajectory system of reference, with the help of which, the additional centrifugal and Coriolis forces, due to the curved track, are captured. The contact forces between wheels and rails are derived based on a kinematical constraint on the acceleration level. Key feature of the proposed scheme is the matrix character of the formulation, which results in a set of condensed equations of motion. The rail irregularities, the wheel hunting motion and the additional rolling rotation of wheelsets are taken as the system's excitation. The study also considers the track eccentricity with respect to the deck centroid and the track tilting angel.

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The present paper proposes an original scheme for the dynamic interaction between high-speed trains and curved in-plan railway bridges. The bridge is simulated with the finite element method. The train vehicle is treated as a multibody system. To describe the motion of the vehicle, the study employs a moving trajectory system of reference, with the help of which, the additional centrifugal and Coriolis forces, due to the curved track, are captured. The contact forces between wheels and rails are derived based on a kinematical constraint on the acceleration level. Key feature of the proposed scheme is the matrix character of the formulation, which results in a set of condensed equations of motion. The rail irregularities, the wheel hunting motion and the additional rolling rotation of wheelsets are taken as the system's excitation. The study also considers the track eccentricity with respect to the deck centroid and the track tilting angel.

Key concepts: Train, Structural engineering, Computer science, Engineering, Mechanical engineering, Geography, Cartography

Related papers

Back to paper searchBrowse research topicsOriginal source
Dynamic interaction between high-speed trains and curved railway bridges — Research Paper | ScholarLens