Span Length Variance Effect on the Fatigue Life of FRP Bridge Deck

Figure 7

Load Range-Stress Correlation at Span Length of 2.0 m.

(a) Upper flange (125 kN)

(b) Lower flange (125 kN)

(c) Upper flange (240 kN)

(d) Lower flange (240 kN)

(e) Upper flange (270 kN)

(f) Lower flange (270 kN)

(g) Upper flange (350 kN)

(h) Lower flange (350 kN)