Kömür, Mehmet Aydiın13.07.20192019-07-1613.07.20192019-07-1620110093-6413https://dx.doi.org/10.1016/j.mechrescom.2011.01.001https://hdl.handle.net/20.500.12451/2817This study investigates the elasto-plastic buckling behaviour of simply supported square and rectangular thin steel plates having elliptic cut-outs by means of finite element method. Plates with simply supported in the out-of-plane direction are applied uniform compression in long-edge direction. A50 steel was used in the analysis and the focus was on the effect of plate aspect ratio, elliptical hole size, elliptical hole angle, elliptical hole location and slenderness ratio on buckling behaviour. It was found in the study that as the plate slenderness ratio increases, the critical buckling stress decreases for all the perforated plates. © 2011 Elsevier Ltd. All rights reserved.eninfo:eu-repo/semantics/closedAccessElasto-Plastic BucklingElliptical HoleFinite Element MethodSteel PlateConference Object38211712210.1016/j.mechrescom.2011.01.001Q2N/A