El-Ghazaly, H. A.; Dubey, R. N.; Sherbourne, A. N. Elasto-plastic buckling of stiffener plates in beam-to-column flange connections. (English) Zbl 0523.73036 Comput. Struct. 18, 201-213 (1984). Page: −5 −4 −3 −2 −1 ±0 +1 +2 +3 +4 +5 Show Scanned Page MSC: 74G60 Bifurcation and buckling 74K20 Plates 74K10 Rods (beams, columns, shafts, arches, rings, etc.) 74S05 Finite element methods applied to problems in solid mechanics Keywords:numerical testing program; steel plates; relation to load carrying capacity of stiffener plates; beam-to-column flange connections; non- uniformity of stress distribution in plates; stresses in elastic and plastic ranges; bifurcation analysis; flow and deformation theory; elasto-plastic buckling of stiffener; scaled inverse iterative version of power method; parametric study is conducted on stiffeners and design curves; relationship between critical stress and slenderness ratio for different plate aspect ratios PDFBibTeX XMLCite \textit{H. A. El-Ghazaly} et al., Comput. Struct. 18, 201--213 (1984; Zbl 0523.73036) Full Text: DOI