1998Rail engineering internationalRequires access

INTERACTION BETWEEN MOVING VEHICLES AND RAILWAY TRACK AT HIGH SPEEDS

C Esveld, Awm Kok

Open publisher page 14 citations

Abstract

A numerical method was proposed for the analysis of vertical track behavior as a result of moving railway vehicles. This approach led to the development of an integrated model called DARTS (Dynamic Analysis of Railway Track Structures). The method was applied for evaluating car body accelerations, rail deflections and wheel/rail contact forces resulting from the passage of a Thalys high speed train, travelling on a conventional ballasted track and a non-conventional embedded rail structure. From the results presented, conclusions could be drawn with respect to track structure behavior under high speed train operation.

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What this paper is about

A numerical method was proposed for the analysis of vertical track behavior as a result of moving railway vehicles. This approach led to the development of an integrated model called DARTS (Dynamic Analysis of Railway Track Structures). The method was applied for evaluating car body accelerations, rail deflections and wheel/rail contact forces resulting from the passage of a Thalys high speed train, travelling on a conventional ballasted track and a non-conventional embedded rail structure. From the results presented, conclusions could be drawn with respect to track structure behavior under high speed train operation.

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OpenAlex reports 14 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available abstract

A numerical method was proposed for the analysis of vertical track behavior as a result of moving railway vehicles. This approach led to the development of an integrated model called DARTS (Dynamic Analysis of Railway Track Structures). The method was applied for evaluating car body accelerations, rail deflections and wheel/rail contact forces resulting from the passage of a Thalys high speed train, travelling on a conventional ballasted track and a non-conventional embedded rail structure. From the results presented, conclusions could be drawn with respect to track structure behavior under high speed train operation.

Key concepts: Track (disk drive), Third rail, Engineering, Automotive engineering, High speed train, Structural engineering, Transport engineering, Mechanical engineering

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