Results 251 to 260 of about 23,225 (270)
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Retracted: Influence of Track Support Stiffness of Railway Tracks on Track Impact Factor
Journal of Engineering Mechanics, 2014AbstractTrack support stiffness (TSS) is used as a quality index of railway tracks to assess their performance and bearing capacity. TSS depends on the elastic stiffness of the elastic materials and the structural characteristics of the track system. The theoretically designed track impact factor (TIF), which is used to design ballasted and slab tracks
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Research on influence of track stiffness on development of rail squat defects
This paper presents research aiming to establish the relationship between track stiffness and the appearance and development of squat defects on running rails.
Milica Mićić +2 more
exaly +2 more sources
Influence of Track Support Stiffness of Ballasted Track on Dynamic Wheel-Rail Forces
Journal of Transportation Engineering, 2013AbstractDynamic wheel-rail force can be limited to high-frequency components owing to imperfections in the wheel-rail contact surface (P1) and may also contain low-frequency components owing to coupled wheel-rail vibrations in phase on the ballast (P2). Previous studies on dynamic wheel-rail forces have focused on the quality index of surface roughness
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Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2022
Train-induced ground vibrations are all generated by the vehicle, by static or dynamic vehicle loads. The most important and most accepted excitation are the dynamic wheel loads from the passage over track irregularities. Dynamic wheel loads will be compared from parallel axle-box and ground vibration measurements at more than seven sites.
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Train-induced ground vibrations are all generated by the vehicle, by static or dynamic vehicle loads. The most important and most accepted excitation are the dynamic wheel loads from the passage over track irregularities. Dynamic wheel loads will be compared from parallel axle-box and ground vibration measurements at more than seven sites.
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Static Response of Rail Track supported by Linear and Non-Linear Stiffness
Communications on Applied Nonlinear AnalysisIntroduction: The railway system can be viewed as a collection of structural components, each with distinct mechanical properties. These components are defined by their strength, stiffness, natural and forced frequency response function, which is influenced by their mass and elastic characteristics.
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Applicability Evaluation of Dynamic Amplification Factor Considering Track Support Stiffness
Journal of the Korean Society for Railway, 2020Dae Woong Kang +2 more
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Study on the evaluation of track support stiffness of the ballasted track using the FWD
2017H. Tanigawa, T. Nakamura, Y. Momoya
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Journal of The Korean Society For Urban Railway, 2017
Wan-Sub Han, Yun-Tae Kim
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Wan-Sub Han, Yun-Tae Kim
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A critical review on the vertical stiffness irregularity of railway ballasted track
Construction and Building Materials, 2023Can Shi, Li Zhou, Xu Zhang
exaly

