A viscoelastic-viscoplastic model based on a thermodynamic approach is developed under finite strain in this paper. By introducing a damage evolution, the proposed model is able to reproduce the behavior of Asphalt-Concrete materials until the complete fracture. Moreover, a recoverable part of the degradation is introduced to reproduce the self-healing observed under a sufficiently long rest period. The proposed model is implemented into a Finite Element code and good correlations between the numerical responses and the experiments have been observed.
CITATION STYLE
Balieu, R., Kringos, N., Chen, F., & Córdoba, E. (2016). Multiplicative viscoelastic-viscoplastic damage-healing model for asphalt-concrete materials. RILEM Bookseries, 13, 235–240. https://doi.org/10.1007/978-94-024-0867-6_33
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