With the increase of train speed, track modeling has faced great challenges as traditional static or quasi-static analyses become insufficient. Many track models have not had a train model and defined the wheel–rail interaction force as a stationary, independent, and empirical loading profile. In fact, the wheel–rail contact force is a function of train–track interaction and is difficult to predetermine. Another limitation of two-dimensional track models is the lack of sophisticated three-dimensional soil parts; this deficiency becomes critical when train speed is high enough to cause significant wave motion in the subgrade soil. A fully coupled three-dimensional train-track-soil model is developed and verified by a benchmark finite element program. Case studies are then described to demonstrate the capability of this track model.


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    Titel :

    Fully Coupled Three-Dimensional Train-Track-Soil Model for High-Speed Rail


    Weitere Titelangaben:

    Transportation Research Record: Journal of the Transportation Research Board


    Beteiligte:
    Huang, Hai (Autor:in) / Gao, Yin (Autor:in) / Stoffels, Shelley (Autor:in)


    Erscheinungsdatum :

    01.01.2014




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch