Experiment on the Segment Model of a Plain Concrete Arch Bridge Reinforced with UHPC Composite Arch Circle

Figure 10

Strain distribution of group U. (a) U35-L-20-1. (b) U35-L-40-1. (c) U35-R-20-1. (d) U35-R-30-1. (e) U70-L-20.

(a)

(b)

(c)

(d)

(e)