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.)
Repeated bending of railway rails
Soc Mech Engrs, Japan -- J
Society of Mechanical Engineers, Japan -- Journal ; 36 , n 189
1933
6 pages
Aufsatz (Zeitschrift)
Japanisch
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Bending or flexure of railway rails
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