Temperature Gradient and Its Effect on Long-Span Prestressed Concrete Box Girder Bridge

Figure 10

Comparison of the measured and predicted temperatures: (a) T1/2 and T1/4, (b) T1/7 and T1/19, (c) T2/2 and T2/4, and (d) T2/8 and T2/19.

(a)

(b)

(c)

(d)