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


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: Stress strain relations | Buckling | Structural behavior | Load factors | Inelasticity | Cross sections | Structural models | Stress distribution

Services: Buy this book/Buy this article


Return to search