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- W81104080 abstract "This section presents a constitutive model that can describe the deformation behavior of asphalt–aggregate mixtures in tension under complex loading conditions. The modeling strategy adopted is based on (a) the elastic and viscoelastic behavior of asphalt concrete using the elastic–viscoelastic correspondence principle based on pseudostrain; (b) the effect of microcracking on the constitutive behavior using continuum damage mechanics; (c) the plastic and viscoplastic behavior using a time- and stress-dependent viscoplastic model; and (d) the effect of temperature on the constitutive behavior using the time–temperature superposition (TTS) principle with growing damage. The resulting models are integrated by the strain decomposition approach to form the viscoelastoplastic continuum damage (VEPCD) model. The VEPCD model has been validated under various loading and temperature conditions. Finally, the viscoelastic continuum damage (VECD) model is implemented into the finite element program (VECD-FEP++) to model the cracking behavior of asphalt pavements. Effects of microdamage healing, aging, viscoplastic strain, and climate on the fatigue performance of asphalt pavements are incorporated into the current version of the VECD-FEP++. Implementation of the full VEPCD model into the finite element program is currently ongoing at North Carolina State University." @default.
- W81104080 created "2016-06-24" @default.
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- W81104080 date "2012-01-01" @default.
- W81104080 modified "2023-09-27" @default.
- W81104080 title "Viscoelastic Continuum Damage Model" @default.
- W81104080 hasPublicationYear "2012" @default.
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