Failure Analysis and Forensic Engineering
Views: 406
Downloads: 424
Vol. 19, No. 74 (2025) pp. 342-357
Strengthening of steel I-Section girder web with depth discontinuity against localized buckling
Stepped steel girders and beams with a jump in section depth are highly susceptible to local web buckling at the step location. Although tapered steel girders have been studied extensively by researchers, abruptly stepped steel girders…