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contributor authorS. T. Pang
contributor authorL. A. Bergman
contributor authorT.-C. Tsao
date accessioned2017-05-08T23:40:51Z
date available2017-05-08T23:40:51Z
date copyrightSeptember, 1993
date issued1993
identifier issn0022-0434
identifier otherJDSMAA-26197#379_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111647
description abstractActive and Passive damping of Euler-Bernoulli beams and their interactions have been studied using the beam’s exact transfer function model without mode truncation or finite element or finite difference approximation. The combination of viscous and Voigt damping is shown to map the open-loop poles and zeros from the imaginary axis in the undamped case into a circle in the left half plane and into the negative real axis. While active PD collocated control using sky-hooked actuators is known to stabilize the beam, it is shown that the derivative action using proof-mass (reaction-mass) actuators can destabilize the beam.
publisherThe American Society of Mechanical Engineers (ASME)
titleActive and passive Damping of Euler-Bernoulli Beams and Their Interactions
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Dynamic Systems, Measurement, and Control
identifier doi10.1115/1.2899113
journal fristpage379
journal lastpage384
identifier eissn1528-9028
keywordsPassive damping
keywordsActuators
keywordsDamping
keywordsFinite element analysis
keywordsTransfer functions
keywordsPoles (Building) AND Approximation
treeJournal of Dynamic Systems, Measurement, and Control:;1993:;volume( 115 ):;issue: 003
contenttypeFulltext


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