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.

• 정지영(부산대학교 사회환경시스템공학과 박) | Jeong, Ji Young
• 김인태(부산대학교 사회환경시스템공학부 부교수) | Kim, In Tae Corresponding Author