Research Article
Material and Structural Properties of Fiber-Reinforced Resin Composites as Thin Overlay for Steel Bridge Deck Pavement
Table 6
Fatigue test results of composite structures under wheel rolling at 60 and 75°C.
| | Fiber type | Temperature (°C) | Test time (h) | Result |
| | EAM beam | 60 | — | Fracture failure immediately after loading | | 75 | — | Fracture failure immediately after loading | | BF-reinforced beam | 60 | 2 | No fracture | | 75 | 1 | No fracture and obvious bending at the midspan | | GF-reinforced beam | 60 | 2 | No fracture | | 75 | 1 | Cracking of the mixture | | CF-reinforced beam | 60 | 2 | No fracture | | 75 | 2 | No fracture |
|
|
