Model for Shear Response of Asphaltic Concrete at Different Shear Rates and Temperatures
This paper presents a model for shear response of asphaltic concrete, taking into account of strain-rate and temperature effects. The model employs rate-dependent hyperplasticity theory, which is based on a thermomechanical framework. A principle of the theory is that the entire constitutive behavio...
| Main Authors: | , , |
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| Format: | Journal article |
| Language: | English |
| Published: |
2009
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