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Safe value of buckling load for beam in plastic range is given by tangent modulus theory of Engesser rather than by double modulus theory of von Karman as previously shown by F.R. SHANLEY for simplified beam model.
Safe value of buckling load for beam in plastic range is given by tangent modulus theory of Engesser rather than by double modulus theory of von Karman as previously shown by F.R. SHANLEY for simplified beam model.
Buckling in elasto-plastic range
Am Soc Civ Engrs -- Proc Separate
Franciosi, V. (author)
1954
13 pages
Article (Journal)
English
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