Review Article
Exploitation of Ultrahigh-Performance Fibre-Reinforced Concrete for the Strengthening of Concrete Structural Members
Table 4
Properties of RC T-beam and slab strengthened by UHPFRC-CFRP system [
29,
30].
| | Specimen | Increase stiffness (%) | Cause of failure | Failure mode | Increase in capacity (%) |
| | Control beam | — | Crushing at top | Flexure | — | | UHPFRC-CFRP beam | 15 | Debonding | Shear | 9.2 | | Control slab | — | Crushing at top | Flexure | — | | UHPFRC-CFRP slab | 197 | Debonding | Flexure | 41 |
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