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Experimental validation of a non-linear train-track-bridge dynamic model of a stone arch railway bridge under freight traffic

R. Silva, D. Ribeiro, C. Costa, A. Arêde and R. Calçada

International Journal of Rail Transportation, 2024, vol. 12, issue 1, 102-133

Abstract: This article presents the validation of a non-linear FE numerical model of a multi-span stone arch railway bridge based on experimental tests and under in-service freight trains. Static loading tests allow evaluating the bridge response in terms of vertical displacements in the arches, opening/closure deformations on specific block joints of the arches, and vertical compressive stress variations in the piers. The bridge FE model is developed by combining the potentialities of a global continuous homogeneous model, based on FEM and Drucker-Prager model, and a local modelling approach based on a dedicated non-linear contact model. The freight vehicle modelling is based on a flexible FE approach, and the validation of the dynamic behaviour of the train-bridge system involved the comparison between numerical and experimental responses. All the numerical responses are in very good agreement with the experimental responses. Finally, a simulation of the dynamic behaviour of the train-bridge system is performed for realistic scenarios of freight traffic considering speeds between 40 and 140 km/h.

Date: 2024
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DOI: 10.1080/23248378.2022.2133783

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International Journal of Rail Transportation is currently edited by Wanming Zhai and Kelvin C. P. Wang

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