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

Figure 14

Comparison of the computed responses of columns with different deterioration models: (a) and (c) Lehman’s column 415 under monotonic and cyclic loading; (b) and (d) Moyer and Kowalsky’s column 1 under monotonic and cyclic loading.

(a)

(b)

(c)

(d)