Assessment of impact resistance recovery in Ultra High-Performance Concrete through stimulated autogenous self-healing in various healing environments
Kannikachalam, N.P.; Peralta, P.S.M.; Snoeck, D.; De Belie, N.; Ferrara, L. (2023). Assessment of impact resistance recovery in Ultra High-Performance Concrete through stimulated autogenous self-healing in various healing environments. Cement and Concrete Composites 143: 105239. https://dx.doi.org/10.1016/j.cemconcomp.2023.105239
In: Cement and Concrete Composites. Elsevier: Barking. ISSN 0958-9465; e-ISSN 1873-393X, meer
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| Author keywords |
Self-healing; Impact test; Ultra high-performance concrete; Crystalline admixture; Autogenous self-healing |
| Auteurs | | Top |
- Kannikachalam, N.P., meer
- Peralta, P.S.M.
- Snoeck, D., meer
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- De Belie, N., meer
- Ferrara, L.
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| Abstract |
Ultra High-Performance Concrete (UHPC) is widely acknowledged for its remarkable mechanical properties, owing to its compact microstructure. The response of UHPC to impact forces plays a vital role in ensuring the safety and longevity of structures, specifically in protective buildings, high-performance pavements and offshore concrete structures. In this context, this paper reports on an experimental investigation aimed at assessing the effects of stimulated autogenous self-healing of UHPC on the recovery of its performance under impact loadings. Drop weight tests were performed on UHPC slabs, with a 10 kg heavy impactor dropped from the height of 1 m on the centre of the specimens. Specimens were pre-cracked by repeated impacts up to 40% of their predetermined capacity. Pre-cracked specimens were exposed to different healing conditions, water submersion, 95% ± 5% RH, and wet/dry cycling (12/12 h) either in water or in a NaCl solution. Self-healing was evaluated through rebound height, elastic stiffness recovery, natural frequency, and laser displacement measurements. High-speed cameras and Digital Image Correlation were used to capture rebound height and crack formation. Performance was assessed at time 0, pre-damaging, 1, 2, and 4 months. After the healing period, all specimens were tested to failure. Specimens exhibited an increasing healing efficiency when moving from 95% ± 5% RH, over wet/dry cycling, to submerged conditions. Specimens healed continuously under submerged conditions exhibited a complete closure of surface cracks (50–150 μm) and an 80% recovery in natural frequency. Furthermore, they showed a more than 10% increase in stiffness and energy dissipation capacity after four months of healing. |
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