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- W2200853008 abstract "Microstructural Viscoplastic Continuum Model for Asphalt Concrete. (December 2003) Laith Tashman, B.S., University of Jordan; M.S., Washington State University Chair of Advisory Committee: Dr. Eyad Masad This dissertation presents the development of an anisotropic viscoplastic continuum damage model to describe the permanent deformation of asphalt pavements. The model is developed to account for several phenomena that influence the permanent deformation of Asphalt Concrete (AC) at high temperatures. These phenomena include strain rate dependency, confining pressure dependency, dilation, aggregate friction, anisotropy, and damage. The model is based on Perzyna’s theory of viscoplasticity with Drucker-Prager yield function modified to account for the microstructure anisotropy and damage. A parametric study was conducted to study the effect of key factors such as inherent anisotropy and damage on the model response. A preliminary investigation was conducted to demonstrate the capabilities of the model and its sensitivity to changes in the microstructure distribution and loading conditions. The model was used to describe laboratory experimental measurements obtained from the Federal Highway Administration (FHWA) Accelerated Loading Facility (ALF). The model had a good match with these experimental measurements. In particular, using the damage parameter, the model was able to capture the point at which AC experienced tertiary creep in a static creep test." @default.
- W2200853008 created "2016-06-24" @default.
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- W2200853008 date "2004-09-30" @default.
- W2200853008 modified "2023-09-24" @default.
- W2200853008 title "Microstructural viscoplastic continuum model for asphalt concrete" @default.
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