Research Article
Experimental Study on Bond Performance and Damage Detection of Corroded Reinforced Concrete Specimens
Figure 9
The changing trend of specimens’ nonlinear coefficient with putout load (a) for the specimens without corrosion; (b) for the specimens with 7% corrosion rate; and (c) for the specimens with 15% corrosion rate.
(a) |
(b) |
(c) |