Research Article

The Hysteresis Performance and Restoring Force Model for Corroded Reinforced Concrete Frame Columns

Table 3

Calculated results of yield load () and yield displacement () and those obtained through FE simulation and experiments.

Corrosion rate (%)Formula Numerical ABAQUS Experiment [13] Relative error (%)

Yield load (kN)
047.649.041.7813.9
543.845.041.156.4
1039.340.542.05−6.5
1534.035.037.11−8.4

Yield displacement (mm)
09.810.09.325.2
59.79.79.363.6
109.28.810.84−15.1
158.27.67.854.5