Column Buckling Theory: Historic Highlights
- 1 September 1983
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 109 (9) , 2086-2096
- https://doi.org/10.1061/(asce)0733-9445(1983)109:9(2086)
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.Keywords
This publication has 13 references indexed in Scilit:
- Plastic BucklingPublished by Elsevier ,1974
- Behavior and Maximum Strength of Metal ColumnsJournal of the Structural Division, 1967
- Buckling Behavior of an Inelastic ColumnJournal of the Engineering Mechanics Division, 1965
- Basic Column StrengthJournal of the Structural Division, 1960
- Column Behavior in the Plastic Stress RangeJournal of the Aeronautical Sciences, 1950
- Inelastic Column TheoryJournal of the Aeronautical Sciences, 1947
- The Column ParadoxJournal of the Aeronautical Sciences, 1946
- Tangent modulus and the strength of steel columns in tests.Published by National Institute of Standards and Technology (NIST) ,1924
- Tests of large bridge columns.Published by National Institute of Standards and Technology (NIST) ,1918
- Untersuchungen über KnickfestigkeitPublished by Springer Nature ,1910