Dynamic Response of a Railway Bridge to Heavy Axle-Load Trains Considering Vehicle-Bridge Interaction

• Type: Article in International Scientific Journal
• Date: 2018

Authors

Ladislao R. Ticona Melo (Author) Other; Tulio N. Bittencourt (Author) Other; Diogo Ribeiro (Author) Other; Rui Calçada (Author) FEUP

Journal

Title: International Journal of Structural Stability and Dynamics

Vol. 18 No. 1

Pages: 1-27

ISSN: 0219-4554

Publisher: World Scientific

Indexing

ISI Web of Knowledge - 5 Citations

Scopus - 16 Citations

INSPEC

Other information

Authenticus ID: P-00N-4E6

DOI: 10.1142/s0219455418500104

Abstract (EN): Railway bridges can be particularly sensitive to dynamic effects induced by trains owing to the resonance phenomena originated by periodic loading associated with the passage of regularly spaced train's axles groups. The increase of these dynamic effects in bridges located in freight railway lines, due to heavy axle-loads, higher circulation speeds, and the existence of track irregularities or wheel defects, can lead to excessive bridge vibrations, that can put in risk the structural safety, mainly due to the fatigue phenomena, and wheel-rail contact stability. In this study, the dynamic response of the Suacui railway bridge to heavy axle-load trains (HAL) considering the vehicle-structure interaction was analyzed. For this purpose, three-dimensional finite element models of the truss bridge, including the track, and train were developed. The dynamic response was obtained using ABAQUS (R) software based on an iterative uncoupled method for the vehicle-structure interaction and considering track irregularities. The validation of the numerical models was performed through a comparison between the numerical and experimental dynamic responses, in terms of displacements and accelerations of the bridge for the passage of DASH 9W Locomotives and GDE wagons. The experimental response obtained from a dynamic test under railway traffic revealed a good agreement with the numerical response.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 27