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Torsional-flexural buckling of thin-walled members
Method of calculating elastic torsional-flexural buckling load of centrally-loaded, thinwalled columns with singly-symmetrical sections is presented; interaction-type of equation is used; adequacy of using linear, small deformation theory to predict carrying capacity of actual columns in elastic range is discussed. (See also ASCE Structural Eng Conference -- Preprint 117 v 91 n ST4 Oct 19-23 1964 43 p)
Torsional-flexural buckling of thin-walled members
Method of calculating elastic torsional-flexural buckling load of centrally-loaded, thinwalled columns with singly-symmetrical sections is presented; interaction-type of equation is used; adequacy of using linear, small deformation theory to predict carrying capacity of actual columns in elastic range is discussed. (See also ASCE Structural Eng Conference -- Preprint 117 v 91 n ST4 Oct 19-23 1964 43 p)
Torsional-flexural buckling of thin-walled members
ASCE -- Proc (J Structural Div)
Winter, G. (author) / Chajes, A. (author)
Stresses
1965
22 pages
Conference paper
English
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