Column Buckling Theory: Historic Highlights
Publication: Journal of Structural Engineering
Volume 109, Issue 9
Abstract
Historic highlights and milestones are presented to cover the development and application of the Euler formula for buckling strength of a geometrically perfect column together with modifications for inelastic behavior. The latter (nonlinear) behavior may be due either to inherent material properties, such as for a structural aluminum alloy, or due to the presence of residual stresses induced by cooling of hot‐rolled shapes. The story of the column formula has had continuity over a 239 year period and can well form the starring point toward a better understanding of the column buckling theory and design.
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Copyright © 1983 ASCE.
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Published online: Sep 1, 1983
Published in print: Sep 1983
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