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Buckling behavior above tangent modulus load
Inelastic buckling behavior of concentrically loaded strut having reduced rectangular cross section as mid-section; buckling model is similar to that originally used by F.R.Shanley, but in present model, solid rectangular cross section is introduced which permits detailed exploration of stress distribution across section; influence of slight differences in shape of stress strain curve is demonstrated with reference to inelastic column behavior.
Buckling behavior above tangent modulus load
Inelastic buckling behavior of concentrically loaded strut having reduced rectangular cross section as mid-section; buckling model is similar to that originally used by F.R.Shanley, but in present model, solid rectangular cross section is introduced which permits detailed exploration of stress distribution across section; influence of slight differences in shape of stress strain curve is demonstrated with reference to inelastic column behavior.
Buckling behavior above tangent modulus load
ASCE -- Proc (J Eng Mechanics Div)
Johnston, B.G. (Autor:in)
1961
21 pages
Aufsatz (Zeitschrift)
Englisch
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