Experimental Study on the Influence of Type of Stirrup of Prestressed Concrete Beams with Corroded Rebars

Figure 14

Load-strain curves of longitudinal reinforcement (figures in legend are the distance between measuring point and beam end, mm). (a) 0P10, (b) 10P10, (c) 10H10, and (d) 10B10.

(a)

(b)

(c)

(d)