Linear buckling analysis of unstiffened plates subjected to both patch load and bending moment
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[1] Sukhen Chatterjee. The Design of Modern Steel Bridges , 1991 .
[2] Per Granath. Serviceability limit state of I-shaped steel girders subjected to patch loading , 2000 .
[3] T. M. Roberts,et al. Buckling of slender web plates subjected to combinations of in-plane loading , 1999 .
[4] Carlos Graciano,et al. Ultimate strength of longitudinally stiffened I-girder webs subjected to combined patch loading and bending , 2005 .
[5] Per Granath. Behavior of slender plate girders subjected to patch loading , 1997 .
[6] Carlos Graciano,et al. Critical buckling of longitudinally stiffened webs subjected to compressive edge loads , 2003 .
[7] G. S. Tong,et al. Elastic buckling of web plates in I-girders under patch and wheel loading , 2005 .
[8] Odd Sture Hopperstad,et al. Steel girders subjected to concentrated loading—Validation of numerical simulations , 1999 .
[9] E. Gaylord,et al. Design of Steel Structures , 1972 .
[10] Anders Olsson,et al. Current design practice and research on stainless steel structures in Sweden , 2000 .
[11] F M Burdekin,et al. THE DESIGN OF STEEL BRIDGES , 1981 .
[12] Ove Lagerqvist,et al. Resistance of I-girders to concentrated loads , 1996 .