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contributor authorZhu, Bin
contributor authorRahn, Christopher D.
contributor authorBakis, Charles E.
date accessioned2017-05-09T01:24:55Z
date available2017-05-09T01:24:55Z
date issued2015
identifier issn1048-9002
identifier othervib_137_02_021005.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/160013
description abstractFluidic flexible matrix composite (F2MC) tubes with resonant fluidic circuits can absorb vibration at a specific frequency when bonded to flexible structures. The transverse structural vibration applies cyclic axial strain to the F2MC tubes. The anisotropic elastic properties of the composite tube amplify the axial strain to produce large internal volume change. The volume change forces fluid through a flow port and into an external accumulator. The fluid inertance in the flow port (inertia track) and the stiffness of the accumulator are analogous to the vibration absorbing mass and stiffness in a conventional tuned vibration absorber. An analytical model of an F2MCintegrated cantilever beam is developed based on Euler–Bernoulli beam theory and Lekhnitskii's solution for anisotropic layered tubes. The collocated tip force to tip displacement analytical transfer function of the coupled system is derived. Experimental testing is conducted on a laboratoryscale F2MC beam structure that uses miniature tubes and fluidic components. The resonant peak becomes an absorber notch in the frequency response function (FRF) if the inertia track length is properly tuned. Tuning the fluid bulk modulus and total flow resistance in the theoretical model produces results that match the experiment well, predicting a magnitude reduction of 35 dB at the first resonance using an F2MC absorber. Based on the experimentally validated model, analysis results show that the cantilever beam vibration can be reduced by more than 99% with optimally designed tube attachment points and flow port geometry.
publisherThe American Society of Mechanical Engineers (ASME)
titleFluidic Flexible Matrix Composite Vibration Absorber for a Cantilever Beam
typeJournal Paper
journal volume137
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4029002
journal fristpage21005
journal lastpage21005
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2015:;volume( 137 ):;issue: 002
contenttypeFulltext


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