Evaluation of Residual Load Carrying Capacity of Axially Loaded Member with corrosion damage
In this study, tensile and axial buckling strength of corroded steel plates was evaluated based on the axially loading tests of corroded specimens, which were cut off at a temporary steel structures. The tensile and axial buckling strength of corroded specimens and non-corroded specimens could be evaluated identically by using effective thickness, which is equal to average thickness minus standard deviation of residual thickness.