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

<div>The predicted transverse temperature distributions along the web of the girder at the six cross-sections on August 3, 2010, when the temperatures on the outer surface of the web reached a maximum value: (a) eastern web; (b) western web.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Temperature Gradient and Its Effect on Long-Span Prestressed Concrete Box Girder Bridge 