TY - GEN
T1 - 3D DEM Simulation of the Post-healed Behavior of Asphalt Mixtures with Encapsulated Rejuvenators
AU - Câmara, Gustavo
AU - Micaelo, Rui
AU - Azevedo, Nuno Monteiro
N1 - Funding Information:
info:eu-repo/grantAgreement/FCT/Concurso de avaliação no âmbito do Programa Plurianual de Financiamento de Unidades de I&D (2017%2F2018) - Financiamento Base/UIDB%2F04625%2F2020/PT#
Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.
PY - 2024/7/21
Y1 - 2024/7/21
N2 - The integration of healing capsules into asphalt mixtures has demonstrated promising advancements in their intrinsic self-healing properties. However, the efficacy of this technology still requires further investigation. Rigid particle models, utilizing the discrete element method (DEM), have been adopted to simulate the creep, fracture, and viscoelastic behavior of asphalt mixtures, accounting for their irregular microstructure and particle contacts. This study utilizes the previously developed VirtualPM3DLab, a three-dimensional DEM framework, to numerically assess the impact of rejuvenator-modified mastic particles on the stiffness properties of post-healed asphalt mixtures where the asphalt mixture has undergone healing. Simulations consider different capsule proportions (0.30, 0.75, and 1.20 wt%) incorporated in the specimens. Numerical results reveal that the encapsulated rejuvenator reduces the stiffness modulus of asphalt mixtures, with this impact becoming more pronounced as the capsule amount increases due to the additional rejuvenator representation in the specimen. In addition, the phase angle remains unaffected across all numerical scenarios, suggesting that the viscoelastic behavior of asphalt mixtures is not significantly impacted and indicating the suitability of capsules for pavement applications. The findings also suggest that the percentage of these healing elements can slightly surpass the traditional amounts commonly used in laboratory settings.
AB - The integration of healing capsules into asphalt mixtures has demonstrated promising advancements in their intrinsic self-healing properties. However, the efficacy of this technology still requires further investigation. Rigid particle models, utilizing the discrete element method (DEM), have been adopted to simulate the creep, fracture, and viscoelastic behavior of asphalt mixtures, accounting for their irregular microstructure and particle contacts. This study utilizes the previously developed VirtualPM3DLab, a three-dimensional DEM framework, to numerically assess the impact of rejuvenator-modified mastic particles on the stiffness properties of post-healed asphalt mixtures where the asphalt mixture has undergone healing. Simulations consider different capsule proportions (0.30, 0.75, and 1.20 wt%) incorporated in the specimens. Numerical results reveal that the encapsulated rejuvenator reduces the stiffness modulus of asphalt mixtures, with this impact becoming more pronounced as the capsule amount increases due to the additional rejuvenator representation in the specimen. In addition, the phase angle remains unaffected across all numerical scenarios, suggesting that the viscoelastic behavior of asphalt mixtures is not significantly impacted and indicating the suitability of capsules for pavement applications. The findings also suggest that the percentage of these healing elements can slightly surpass the traditional amounts commonly used in laboratory settings.
KW - Asphalt mixtures
KW - Capsules
KW - DEM
KW - Rejuvenator effect
KW - Self-healing
KW - Stiffness properties
UR - http://www.scopus.com/inward/record.url?scp=85200464548&partnerID=8YFLogxK
U2 - 10.1007/978-3-031-63588-5_20
DO - 10.1007/978-3-031-63588-5_20
M3 - Conference contribution
AN - SCOPUS:85200464548
SN - 978-3-031-63587-8
T3 - Lecture Notes in Civil Engineering
SP - 198
EP - 207
BT - Proceedings of the 10th International Conference on Maintenance and Rehabilitation of Pavements
A2 - Pereira, Paulo
A2 - Pais, Jorge
PB - Springer
CY - Cham
T2 - 10th International Conference on Maintenance and Rehabilitation of Pavements, MAIREPAV10 2024
Y2 - 24 July 2024 through 26 July 2024
ER -