Formulas are proposed for calculating rail depression under wheel load rolling on supports one after another on track where rails are supported on equi-distant springs with equal stiffness and where some gaps exist between rails and springs; assuming that gaps are distributed in magnitude of exponential random digits whose mean value is 1 mm and rail supporting springs are spaced at equidistance of 60 cm and stiffness is equal to 20 ton/cm, rail depression at 120 successive supported points is calculated by means of computer for Japanese National Railroad rail types of 30 kg, 40 N, 50 N, 50 T, and 60 kg.


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen


    Exportieren, teilen und zitieren



    Titel :

    Influence of gaps at rail supports on rail depression characteristics


    Weitere Titelangaben:

    Tokyo. Ry Tech Research Inst -- Quarterly Report


    Beteiligte:
    Satoh, Y. (Autor:in) / Hirata, G. (Autor:in)


    Erscheinungsdatum :

    1964


    Format / Umfang :

    2 pages


    Medientyp :

    Report


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    Welded rail supports

    Fort, K. | Engineering Index Backfile | 1942



    Bus service spans rail gaps

    Engineering Index Backfile | 1939



    Closing joint gaps in welded rail

    Engineering Index Backfile | 1963