Buckling Behavior Above the Tangent Modulus Load

by B.G. Johnston,


Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 6, Pg. 79-100


Document Type: Journal Paper

Abstract:

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 | Stress strain relations | Inelasticity | Buckling | Load distribution | Load factors | Structural models | Stress distribution

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