2013
DOI: 10.1007/978-1-4614-6570-6_23
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The Experimental Performance of a Nonlinear Dynamic Vibration Absorber

Abstract: This paper investigates the physical behaviour and effectiveness of a nonlinear dynamic vibration absorber (NDVA). The nonlinear absorber considered involves a nonlinear hardening spring which was designed and attached to a cantilever beam excited by a shaker. The cantilever beam can be considered at low frequencies as a linear single degree-of-freedom system. The nonlinear attachment is designed to behave as a hardening Duffing oscillator. The nonlinearity of the attachment is due to the particular geometrica… Show more

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Cited by 8 publications
(4 citation statements)
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“…It consists of a 7.5 g mass attached to a thin circular brass plate of 0.15 mm thickness and 52 mm diameter, and is described in detail in Ref. [25]. The brass plate is sandwiched between two aluminium rings which provide a clamped boundary.…”
Section: Description Of the Devicementioning
confidence: 99%
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“…It consists of a 7.5 g mass attached to a thin circular brass plate of 0.15 mm thickness and 52 mm diameter, and is described in detail in Ref. [25]. The brass plate is sandwiched between two aluminium rings which provide a clamped boundary.…”
Section: Description Of the Devicementioning
confidence: 99%
“…An approach related to this method in which the backbone curve is estimated from the jump-down frequencies has been recently reported by some of the authors of this paper [24]. A nonlinear vibration absorber, used in the thesis by Hsu [25], is tested in a particular configuration with an electrodynamic shaker, such that the dynamics of the shaker are largely decoupled from the dynamics of the absorber. The results are compared with an analytical solution for the free vibration of the nonlinear absorber, which is also derived using an alternative approach to the conventional perturbation methods.…”
Section: Introductionmentioning
confidence: 99%
“…The linear natural frequency of the DVA was changed by changing the effective length of the beam. The targeted value of the vibration reduction is when X s ≤ X st where X s is the amplitude response of the primary structure at the first natural frequency and X st is the static deflection of the primary structure [34]. The range of the excitation frequency applied to the primary structure was similar to the one used in characterizing the dynamic property of the NDVA in the previous section.…”
Section: Dynamic Measurement (Performance Of the Ndva)mentioning
confidence: 99%
“…The solutions of the resulting algebraic equations give the desired amplitudes of vibration. Doing that, the following expressions for the amplitudes of vibrations can be reached [16]: Equation 13is solved for the relative vibration amplitude of the absorber. The solutions of (13) are: The absorber normalized relative amplitudes of vibration from equations (14) and (15) are then substituted in equation (12) to find the main mass normalized amplitudes of vibration.…”
Section: Pagementioning
confidence: 99%