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The generalized Kuhn model of linear viscoelasticity
Authors:Vassilis P. Panoskaltsis  Katerina D. Papoulia  Saurabh Bahuguna  Igor Korovajchuk
Affiliation:1. Civil Engineering, Case University, Bingham Building, Cleveland, OH, 44106, USA
2. Civil and Environmental Engineering, University of Waterloo, E2 Building, Waterloo, ON, N2L 3G1, Canada
3. Simulia Great Lakes, 21680 Haggerty Road, Suite 103S, Northville, MI, 48167, USA
4. Sest, Inc., 18000 Jefferson Park, Suite 104, Middleburg Heights, OH, 44130, USA
Abstract:We propose a generalization of the Kuhn model of linear viscoelasticity. This generalization, which has four material parameters, is able to provide a near frequency independent response over a wide range of frequencies. It is useful for highly dissipative materials such as asphalt concrete. It is derived by generalizing Lubliner and Panoskaltsis’s modified Kuhn model, but we also show that it is closely related to fractional derivative models. We show that the model admits a rheological approximation, that is, an approximation by classical springs and dashpots. The model and rheological representation are compared to experimental data.
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