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Buckling of elastic-plastic tubular columns
Stability of cantilever columns is analyzed by means of numerical integration technique; solutions are approximated by semi-empirical equations which are used to calculate buckling strength of simply supported columns with arbitrary end eccentricities; numerical examples are given and column curves drawn for wide range of parameters; results of proposed method are discussed in light of interaction equations governing steel members subjected to axial force and bending given in AISC specification.
Buckling of elastic-plastic tubular columns
Stability of cantilever columns is analyzed by means of numerical integration technique; solutions are approximated by semi-empirical equations which are used to calculate buckling strength of simply supported columns with arbitrary end eccentricities; numerical examples are given and column curves drawn for wide range of parameters; results of proposed method are discussed in light of interaction equations governing steel members subjected to axial force and bending given in AISC specification.
Buckling of elastic-plastic tubular columns
ASCE -- Proc (J Structural Div)
Snyder, J. (author) / Lee, S.L. (author)
Stresses
1968
21 pages
Conference paper
English
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