In this study, shear buckling behaviors of a web panel with local corrosion in a plate girder bridge were numerically examined because severe corrosion damage has been reported in plate girder bridges. The web corroded condition and boundary condition were changed to evaluate the effect of corrosion condition on the shear buckling behaviors of the web panel.

• 안진희(경남과학기술대학교 토목공학과 조교수, 공학박사) | Ahn, Jin-Hee 교신저자
• 김인태(부산대학교 사회환경시스템공학부 토목공학전공, 교수, 공학박사) | Kim, In-Tae