Table 5 Summary of durability studies for GFRP.

From: Nonlinear analysis of hollow reinforced high strength concrete beams with web openings and different types of stirrups under torsion

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.