The Long-Term Inspection and Monitoring of Transition Zones with a Sudden Change in Railway Track Stiffness

Transition zones are located at points on a track where there has been a change in the main composition of the railway infrastructure; as such, there are many sections that undergo a sudden change in the stiffness of the structures built. When trains are running, a longitudinal shockwave is created by the wheels, hitting these building objects with a greater stiffness and deforming the surroundings of these zones. The greatest amount of attention should be paid to the transition points from the fixed track to the classic track with a track bed, including objects of the railway substructure, such as bridges and portals of tunnels. As part of the research on the main corridor lines, long-term inspection and monitoring studies were carried out using a trolley with a continuous measurement system; height changes in the deflections of rails are evidence of their behaviour. The measurements took place on a fixed track and a track with ballast. The changes in the height jumps between the fixed railway track and the track with a gravel bed are significant. These height deflections allow designers to develop new, more durable construction designs.

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Publication Details

Journal
Infrastructures
Published
2025-04-28
DOI
https://doi.org/10.3390/infrastructures10050109
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
0.00

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article

The Long-Term Inspection and Monitoring of Transition Zones with a Sudden Change in Railway Track Stiffness

Jana Ižvoltová, Stanislav Hodás, Erik Vrchovsky
Infrastructures
Railway Engineering and Dynamics
article

The Long-Term Inspection and Monitoring of Transition Zones with a Sudden Change in Railway Track Stiffness

Jana Ižvoltová, Stanislav Hodás, Erik Vrchovsky
article en

Abstract

Transition zones are located at points on a track where there has been a change in the main composition of the railway infrastructure; as such, there are many sections that undergo a sudden change in the stiffness of the structures built. When trains are running, a longitudinal shockwave is created by the wheels, hitting these building objects with a greater stiffness and deforming the surroundings of these zones. The greatest amount of attention should be paid to the transition points from the fixed track to the classic track with a track bed, including objects of the railway substructure, such as bridges and portals of tunnels. As part of the research on the main corridor lines, long-term inspection and monitoring studies were carried out using a trolley with a continuous measurement system; height changes in the deflections of rails are evidence of their behaviour. The measurements took place on a fixed track and a track with ballast. The changes in the height jumps between the fixed railway track and the track with a gravel bed are significant. These height deflections allow designers to develop new, more durable construction designs.

InfrastructuresVol. 10(5)
University of Žilina (SK)
Vedecká Grantová Agentúra MŠVVaŠ SR a SAV
Openalex Percentile: Top 92%
Railway Engineering and Dynamics
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