the free or forced damped vibration of a flexible cantilever beam with an interior sloshing absorber is numerically modeled by an implicit coupling approach of partitioned solvers
and the transient processes of vibration reduction are simulated. According to the results
the main reason for damping of the sloshing liquid is that the impact of free sloshing on the forced sloshing results in relative displacement of liquid to lag behind the beam displacement
and then the damping impulse of liquid becomes greater than the exciting impulse. A parameter γ
the ratio of the vibration frequency to the standing wave frequency
is chosen to measure the influence of the free sloshing. Numerical simulations verify that the damping effects of the sloshing liquid increases with increasing γ.
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references
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