A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / Kringos, Nicole (author) / Chen, Feng (author) / Córdoba, Enrique (author)
2016-01-01
6 pages
Article/Chapter (Book)
Electronic Resource
English
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