Fatigue damage and self-healing behaviour of FMA-13 mixtures with varying asphalt content: experimental and numerical analysis
To investigate the fatigue mechanism and self-healing characteristics of FMA-13 mixtures designed with a wide-range asphalt content and their fatigue performance was evaluated through four-point bending tests. Finite element simulations using Abaqus were conducted to analyse the fatigue mechanism from a meso-structural perspective. The self-healing performance was further investigated through intermittent fatigue tests under various loading conditions. The results indicate that the fatigue life of FMA-13 mixtures increases with the asphalt-aggregate ratio. At 10 Hz, 15 °C and 600 με, the fatigue life of FMA-13(9.0) reaches 9.72 times that of AC-13. Finite element analysis reveals that during the moulding process of FMA-13, the fluid asphalt mastic adequately, filling the voids in the aggregate, substantially reducing the internal air voids and thereby minimising potential sites for early damage initiation. The self-healing test results demonstrate the improved healing capability in FMA-13 mixtures. Under intermittent loading at 15 °C with an hour rest period, 10 Hz and 600 με, the third fatigue life of AC-13 recovers only 6.4% of its initial value, whereas FMA-13(7.0) achieves a recovery of 79.5%. This indicates that FMA-13 mixtures are capable of efficient self-healing within a short period at room temperature compared to conventional AC-13.
Authors
- Xu Cai (ORCID: https://orcid.org/0000-0001-6030-1137)
- Kuanghuai Wu (ORCID: https://orcid.org/0000-0002-4029-845X)
- Jiandong Huang (ORCID: https://orcid.org/0000-0003-1576-7952)
- Yuqi Zheng
- Tiekun Peng
- Hanglin Zhang
- Wenke Huang
- Zhang Pan
Institutions
- Guangzhou University (CN)
Publication Details
- Journal
- International Journal of Pavement Engineering
- Published
- 2026-06-18
- DOI
- https://doi.org/10.1080/10298436.2026.2688433
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00