Open Access
Table 6
Design of the numerical simulations used to analyze the CFRP reinforced concrete silo.
| No. | Mode of reinforcement | HCFRP (m) |
HHCFRP (m) |
HSLJ (m) |
HMLJ (m) | CFRP band width (m) | Gap between bands (m) | Number of band layers | Number of bands | Task |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | Concrete silo without CFRP | – | – | – | – | – | – | – | – | Pressure/damage* |
| 2 | Mode 1 | 0–10 | – | – | – | 0.3 | 0.4 | 1 | 15 | Optimizing the CFRP reinforcement gap |
| 3 | – | – | – | 0.3 | 17 | |||||
| 4 | – | – | – | 0.2 | 21 | |||||
| 5 | – | – | – | 0.1 | 26 | |||||
| 6 | Mode 2 | – | 0–3.3 | – | – | 0.3 | 0.2 | 1 | 7 | Optimizing the CFRP reinforcement height |
| 7 | Mode 3 | – | – | 2.7–3.3 | – | 2 × 0.3 | 0 | 1 | 2 | Optimizing the number of CFRP bands |
| 8 | Mode 4 | – | – | – | 2.7–3.3 | 2 × 0.3 | 0 | 2–5 | 4–10 | Improving the performance of CFRP reinforcement |
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