Abstract
This paper investigates the performance of concrete incorporating high-volume fly ash (HVFA) and steel slag aggregates against the detrimental effects of combined cycles of environmental thermal fatigue and exposure to leaked aircraft fluids. A total of 128 cubes and 90 prisms were cast for five mixes and exposed to 60, 120, 180, 240 and 300 combined cycles. The results demonstrate the positive effect of utilization of HVFA which reduces the total amount of portlandite available in the system. The SS aggregates demonstrate a strong interlocking with the surrounding matrix and supply the necessary portlandite for continued pozzolanic reaction. However, their reaction with aircraft fluids causes significant degradation to flexural strength initially, which is redeemed by pozzolanic reaction at a later stage. Hybrid basalt and polypropylene fibres were successful in enhancing the flexural strength and reducing the cracking. The mercury intrusion porosimetry revealed a reduction in pore volume because of HVFA. Scanning electron microscopy and differential scanning calorimetry were also employed to uncover the underlying mechanisms of damage and assess the performance of the cementitious composite.
Original language | English |
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Article number | 12745 |
Number of pages | 13 |
Journal | Scientific Reports |
Volume | 14 |
Issue number | 1 |
DOIs | |
Publication status | Published - Dec 2024 |
Bibliographical note
Publisher Copyright:© The Author(s) 2024.
Keywords
- Aircraft fluids
- Airfield pavement
- Environmental thermal fatigue
- High-volume fly ash
- Steel slag fine aggregates