Computational Modelling Strategies for Nonlinear Response Prediction of Corroded Circular RC Bridge Piers

Figure 13

Cyclic analyses considering corrosion induced damage in reinforcing steel, cracked cover concrete, and confined concrete: (a) and (b) Lehman’s column 415; (c) and (d) Moyer and Kowalsky’s column 1.

(a)

(b)

(c)

(d)