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- W858403944 abstract "This paper explores the development of a viscoelastoplastic continuum damage (VEPCD) model for the behavior of asphalt concrete in uniaxial tension. The behavior of this material in tension is known to be important for describing the propensity of a pavement for cracking. Five asphalt concrete mixtures are characterized using the model, including three polymer-modified mixtures. The VEPCD model is developed based on experimental results from a simplified laboratory program. Finally, the model is shown to accurately predict the material behavior in tension due to mechanical and thermal loading over a range of conditions." @default.
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- W858403944 date "2006-01-01" @default.
- W858403944 modified "2023-09-27" @default.
- W858403944 title "Viscoelastoplastic Continuum Damage Model of Asphalt Concrete in Tension" @default.
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