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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 -- Proc (J Structural Div) Aug 1965 pt 1 paper 4442 p 103-24)
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 -- Proc (J Structural Div) Aug 1965 pt 1 paper 4442 p 103-24)
Torsional-flexural buckling of thin-walled members
ASCE Structural Eng Conference -- Preprint
Winter, G. (author) / Chajes, A. (author)
ASCE Structural Engineering Conference ; 1964
1964
43 pages
Conference paper
English
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Torsional-flexural buckling of thin-walled members
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