Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stresses resulting from possibility of incipient bending may reach yield point of material and produce sudden collapse of column; effect of all imperfections may be accounted for by assumed initial curvature of column axis and eccentricity of loading if applied to ideal column, will cause it to fail at same load as imperfect column of practice. (See also - discussion in no. 10, Dec. 1928, pp. 2721-2735, 2 figs.)
Stresses resulting from possibility of incipient bending may reach yield point of material and produce sudden collapse of column; effect of all imperfections may be accounted for by assumed initial curvature of column axis and eccentricity of loading if applied to ideal column, will cause it to fail at same load as imperfect column of practice. (See also - discussion in no. 10, Dec. 1928, pp. 2721-2735, 2 figs.)
A proposed formula for columns
Am. Soc. Civil Engrs. -- Proc
Hickerson, T.E. (Autor:in)
1928
14 pages
6 Figs.
Aufsatz (Zeitschrift)
Englisch
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A proposed formula for columns
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