Research Article
Prediction of Load Capacity Variation in FRP Bonded Concrete Specimens Using Brownian Motion
Table 2
Specimens of Wan et al. [
17] and their fracture energy bounds.
| Specimens | (N) | (mm) | Theoretical (N/mm) | lower bound (N/mm) | upper bound (N/mm) | upper and lower bounds away from theoretical (%) |
| C4B1S1 | 515.86 | 0.58 | 0.545 | 0.467 | 0.622 | 14.13 | C4B1S2 | 553.09 | 0.79 | 0.273 | 0.191 | 0.355 | 30.0 | C4B1S3 | 518.63 | 0.87 | 0.417 | 0.347 | 0.467 | 12.0 | C4B1S4 | 545.67 | 0.98 | 0.436 | 0.392 | 0.480 | 10.1 | C4B1S5 | 380.97 | 0.68 | 0.391 | 0.342 | 0.440 | 12.5 |
| | | | | | Average (%) | 15.74 |
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