Table 5 Summary of durability studies for GFRP.
Study | Exposure condition | Duration | Tensile strength retention | Key note |
|---|---|---|---|---|
Jin et al29. | Alkaline solution + sustained load | 180 days (accelerated) | ~ 56% (worst case) | Loss increases with sustained stress and alkalinity. |
Tu et al30. | Simulated seawater & concrete pore solution | 180 days (lab) | 70–90% | Good retention under moderate marine conditions. |
Feng et al31. | Alkaline + elevated temperature | 180–270 days (accelerated) | 45–60% | Larger diameter and higher T accelerate degradation. |
Myers et al32. | In-service bridge cores | 17 years (field) | ~ 98% (≈ 2% loss) | Excellent long-term performance in real structure. |