Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
7171773 | International Journal of Fatigue | 2016 | 32 Pages |
Abstract
An analytical model is developed for the mechanical degradation of asphalt cement and mastic under repeated loading. The model is derived by applying the strain decomposition principle to consider linear viscoelastic, nonlinear viscoelastic, and damage mechanisms. The experimental processes to isolate the behaviors and the analytical functions used to model each are described. It is found that the Schapery type damage approach is capable of modeling the fatigue process of these materials once appropriate consideration is taken for their nonlinear viscoelastic responses. Fatigue in asphalt mastics is also found to occur due to physical damage occurring in the asphalt cement.
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Engineering
Mechanical Engineering
Authors
B. Shane Underwood,