An Engineering Approach to Analyze Displacement Rate in Embedded Rail System Coupled with Bridge

Author:

Stančík Vojtěch1,Ryjáček Pavel1

Affiliation:

1. Czech Technical University in Prague, Faculty of Civil Engineering, Department of Steel and Timber Structures, Prague, Czech Republic

Abstract

<p>Estimation of coupling parameters is the key for calculating the interaction between embedded rail system (ERS) and a bridge. It was proven recently that material parameters of polymer-based elastic poured compound (EPC) and other parts of ERS are subjected to change with temperature and displacement rate. Both effects have been discussed in the scientific literature quite thoroughly. However, very little is known to this day about how to address the displacement-rate along the bridge. Therefore, a new engineering approach for analyzing the bridge-ERS track relative displacement-rate is discussed in this contribution. What parameters are affecting the displacement-rate in the ERS? How is the displacement rate in ERS longitudinally distributed? How should be the displacement rate in ERS calculated considering longitudinal and vertical loads? These questions are answered in the paper based on the results of a vast parametric analysis.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference16 articles.

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3. Complete manual - embedded rail systems on bridges. edilon)(sedra; 2017

4. UIC Code 774-3R:2001. Track/bridge interaction, Recommedations for calculations.

5. CEN/TR 17231 (2018). Eurocode 1: Actions on Structures – Traffic Loads on Bridges – Track-Bridge Interaction. Technical report, CEN/TC 250, Committee for European Standards (CEN), 2018.

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