Buckling Behavior Above the Tangent Modulus Loadby B.G. Johnston,
Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 6, Pg. 79-100
Document Type: Journal Paper
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.
Subject Headings: Structural behavior | Buckling | Load factors | Stress strain relations | Structural models | Stress distribution | Inelasticity | Load distribution
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