Theoretical analysis of dynamic stresses of two-axled vehicle moving on uneven surface along simple beam; test measurements of dynamic effects of railroad vehicles with out-of-round wheels on four different bridge structures, two of them of steel and two of reinforced concrete; dynamic coefficient as function of running speed has maximum at low speeds around 25 to 50 km.
Dynamic influence of wheel flats on railway bridges
Int Ry Congress Assn -- Cybernetics Electronics Rys -- Monthly Bul
1967
36 pages
Article (Journal)
English
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