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contributor authorW. H. Liao
contributor authorK. W. Wang
date accessioned2017-05-08T23:58:18Z
date available2017-05-08T23:58:18Z
date copyrightOctober, 1998
date issued1998
identifier issn1048-9002
identifier otherJVACEK-28845#886_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121381
description abstractThis paper is concerned with the enhanced active constrained layer (EACL) damping treatment with edge elements. A finite element time-domain-based model (FEM) is developed for the beam structure with partially covered EACL. The edge elements are modeled as equivalent springs mounted at the boundaries of the piezoelectric layer. The Golla-Hughes-McTavish (GHM) method is used to model the viscoelastic layer. The GHM dissipation coordinates can describe the frequency-dependent viscoelastic material properties. This model becomes the current active constrained layer (ACL) system model as the stiffness of the edge elements approaches zero. Without the edge elements and viscoelastic materials, the purely active system model can also be obtained from the EACL model as a special case. Lab tests are conducted to validate the models. The frequency responses of the EACL, current ACL, and purely active systems predicted by the FEM match the test results closely. Utilizing these models, analysis results are illustrated and discussed in Part (2) of this paper.
publisherThe American Society of Mechanical Engineers (ASME)
titleCharacteristics of Enhanced Active Constrained Layer Damping Treatments With Edge Elements, Part 1: Finite Element Model Development and Validation
typeJournal Paper
journal volume120
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2893916
journal fristpage886
journal lastpage893
identifier eissn1528-8927
keywordsActive damping
keywordsFinite element model
keywordsViscoelastic materials
keywordsFinite element methods
keywordsAnterior cruciate ligament
keywordsEnergy dissipation
keywordsDamping
keywordsFinite element analysis
keywordsFrequency response
keywordsSprings AND Stiffness
treeJournal of Vibration and Acoustics:;1998:;volume( 120 ):;issue: 004
contenttypeFulltext


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