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Bounding solutions of geometrically nonlinear viscoelastic problemsIntegral transform techniques, such as the Laplace transform, provide simple and direct methods for solving viscoelastic problems formulated within a context of linear material response and using linear measures for deformation. Application of the transform operator reduces the governing linear integro-differential equations to a set of algebraic relations between the transforms of the unknown functions, the viscoelastic operators, and the initial and boundary conditions. Inversion either directly or through the use of the appropriate convolution theorem, provides the time domain response once the unknown functions have been expressed in terms of sums, products or ratios of known transforms. When exact inversion is not possible approximate techniques may provide accurate results. The overall problem becomes substantially more complex when nonlinear effects must be included. Situations where a linear material constitutive law can still be productively employed but where the magnitude of the resulting time dependent deformations warrants the use of a nonlinear kinematic analysis are considered. The governing equations will be nonlinear integro-differential equations for this class of problems. Thus traditional as well as approximate techniques, such as cited above, cannot be employed since the transform of a nonlinear function is not explicitly expressible.
Document ID
19860054100
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Stubstad, J. M.
(Georgia Inst. of Tech. Atlanta, GA, United States)
Simitses, G. J.
(Georgia Institute of Technology Atlanta, United States)
Date Acquired
August 12, 2013
Publication Date
January 1, 1986
Subject Category
Structural Mechanics
Report/Patent Number
AIAA PAPER 86-0943
Accession Number
86A38838
Funding Number(s)
CONTRACT_GRANT: NAG3-534
Distribution Limits
Public
Copyright
Other

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