Concrete Creep Analysis Method Based on a Long-Term Test of Prestressed Concrete Beam

Figure 13

Comparison between the predicted deflection and the test deflection at the midspan of the test beams: (a) PC1; (b) PC2; (c) PC3; (d) PC4; (e) PC5; (f) PC6.

(a)

(b)

(c)

(d)

(e)

(f)