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The track is subjected to a harmonic load moving with a constant velocity.
According to this method, during load moving, the deflection basins at load-acting points are similar to each other.
Figure 17 shows the decay rate of the rail vibration wave ahead a load moving at 100 m/s.
The beam is subjected to an axial compressive force and a concentrated transverse load moving along the longitudinal direction.
A concentrated load and a uniformly distributed load moving on these frames are treated as two examples.
Open image in new window Fig. 17 Decay rate of rail vibration wave ahead a load moving at 100 m/s.
Similar(22)
The damper's response increases as the load approaches the damper, and then decreases as the load moves away.
When the load moves faster than Vminphthe pattern becomes wave-like and substantially asymmetric.
This change in static load moves the payload away from its intended region of low stiffness.
As the Hertzian load moves over the crack mouth, a transition from fluid "pressurization" to fluid "entrapment" is observed.
During airdrop of heavy load, the flight parameters vary continuously as the load moves in the hold, and change suddenly when the load drops out.
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