Fig. 15From: Elastic buckling of simply supported stiffened steel plates with circular openingChange of normalized buckling coefficient factor Ks/Kno with respect to normalized distance from the Y-axis OPX/W, (Bs/OPH = 0.4–0.8). a OPH/W = 0.1. b OPH/W = 0.2. c OPH/W = 0.3. d OPH/W = 0.4. e OPH/W = 0.5Back to article page