Chapter
Apr 26, 2012
The Temperature Dependent Generalized Kuhn Model for Asphalt Concrete
Publication: Analysis of Asphalt Pavement Materials and Systems: Engineering Methods
Abstract
An internal variable formulation for the introduction of the effects of temperature in viscoelastic models is presented. A new model, the temperature-dependent generalized Kuhn model of viscoelasticity, is developed by using this powerful and novel approach. An alternative formulation, through the use of the creep function and the time-temperature superposition principle, is also presented. The new model's predictions are compared to experimental data.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Associate Professor, Case Western Reserve University, Department of Civil Engineering, 10900 Euclid Avenue, Cleveland, OH, 44106-7201. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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