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The tests were conducted as affected by wheel load, obstacle height, obstacle geometry, slippage and speed.
A static wheel load is applied, and the rail is also subjected to a tensile load.
For deeper soil layers, PR correlated better to the wheel load.
Its vertical vibration behaviour under the influence of the local wheel load is investigated.
When the wheel load is doubled the predicted impact noise increases by about 3 dB.
The track impact factor was estimated from the measured dynamic wheel load, and the empirical dynamic wheel load was calculated using the measured track impact factor at each site.
The steering wheel load pattern was represented by a rigid pendulum with a straight bar-shaped front.
Using GFRP for the construction of the bridge deck leads to lightweight construction that can pass the required wheel load.
The other models were tested for fatigue strength using moving wheel load to derive a reliable fatigue formula.
The maximum deflection of the steel modular railroad track located at the point of load application (under the wheel load).
The design has been evaluated with wheel load measurement from current consumption and vibration measurement with a 3 axis accelerometer mounted on the chassis.
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