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Multiplicative Viscoelastic-Viscoplastic Damage-Healing Model for Asphalt-Concrete Materials
Abstract 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.
Multiplicative Viscoelastic-Viscoplastic Damage-Healing Model for Asphalt-Concrete Materials
Abstract 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.
Multiplicative Viscoelastic-Viscoplastic Damage-Healing Model for Asphalt-Concrete Materials
Balieu, Romain (Autor:in) / Kringos, Nicole (Autor:in) / Chen, Feng (Autor:in) / Córdoba, Enrique (Autor:in)
01.01.2016
6 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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