Repeated bending is considered with particular attention to elasticity of joint; calculation of bending moment and discussion of straining action suffered by material of rail; it is found that breaking section is near end of rail, and equivalent moment is greater than that in rails without joint. (In Japanese, with English abstract p S-1-2.)


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    Title :

    Repeated bending of railway rails


    Additional title:

    Soc Mech Engrs, Japan -- J


    Contributors:
    Ono, A. (author)


    Publication date :

    1933


    Size :

    6 pages


    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    Japanese


    Keywords :


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