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contributor authorHenry A. Sodano
contributor authorJae-Sung Bae
contributor authorDaniel J. Inman
contributor authorW. Keith Belvin
date accessioned2017-05-09T00:22:12Z
date available2017-05-09T00:22:12Z
date copyrightJune, 2006
date issued2006
identifier issn1048-9002
identifier otherJVACEK-28880#294_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134942
description abstractWhen a conductive material experiences a time-varying magnetic field, eddy currents are generated in the conductor. These eddy currents circulate such that they generate a magnetic field of their own, however the field generated is of opposite polarity, causing a repulsive force. The time-varying magnetic field needed to produce such currents can be induced either by movement of the conductor in the field or by changing the strength or position of the source of the magnetic field. In the case of a dynamic system the conductor is moving relative to the magnetic source, thus generating eddy currents that will dissipate into heat due to the resistivity of the conductor. This process of the generation and dissipation of eddy current causes the system to function as a viscous damper. In a previous study, the concept and theoretical model was developed for one eddy current damping system that was shown to be effective in the suppression of transverse beam vibrations. The mathematical model developed to predict the amount of damping induced on the structure was shown to be accurate when the magnet was far from the beam but was less accurate for the case that the gap between the magnet and beam was small. In the present study, an improved theoretical model of the previously developed system will be formulated using the image method, thus allowing the eddy current density to be more accurately computed. In addition to the development of an improved model, an improved concept of the eddy current damper configuration is developed, modeled, and tested. The new damper configuration adds significantly more damping to the structure than the previously implemented design and has the capability to critically damp the beam’s first bending mode. The eddy current damper is a noncontacting system, thus allowing it to be easily applied and able to add significant damping to the structure without changing dynamic response. Furthermore, the previous model and the improved model will be applied to the new damper design and the enhanced accuracy of this new theoretical model will be proven.
publisherThe American Society of Mechanical Engineers (ASME)
titleImproved Concept and Model of Eddy Current Damper
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2172256
journal fristpage294
journal lastpage302
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 003
contenttypeFulltext


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