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Transfer function modeling of damping mechanisms in viscoelastic platesThis work formulates a method for the modeling of material damping characteristics in plates. The Sophie German equation of classical plate theory is modified to incorporate hysteresis effects represented by complex stiffness using the transfer function approach proposed by Golla and Hughes, (1985). However, this procedure is not limited to this representation. The governing characteristic equation is decoupled through separation of variables, yielding a solution similar to that of undamped classical plate theory, allowing solution of the steady state as well as the transient response problem.
Document ID
19910047443
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Slater, J. C.
(State Univ. of New York Buffalo, NY, United States)
Inman, D. J.
(New York, State University Buffalo, United States)
Date Acquired
August 14, 2013
Publication Date
January 1, 1991
Subject Category
Structural Mechanics
Report/Patent Number
AIAA PAPER 91-1126
Meeting Information
Meeting: AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
Location: Baltimore, MD
Country: United States
Start Date: April 8, 1991
End Date: April 10, 1991
Accession Number
91A32066
Funding Number(s)
CONTRACT_GRANT: NGT-50541
Distribution Limits
Public
Copyright
Other

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