The buckling of a pin-ended column of rectangular cross-section and strain hardening mild steel into the large-deflection range

Author:

Murray N.W.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. A Treatise on the Mathematical Theory of Elasticity;Love,1952

2. The behaviour of stanchions bent in single curvature;Baker;Trans. Inst. Welding,1942

3. The Behaviour of a Ductile Stanchion Length when Loaded to Collapse;Roderick,1948

4. A review of recent investigations into the behaviour of steel frames in theplastic range;Baker;J. Inst. Civil Engrs.,1949

5. The effective crushing distance in axially compressed thin-walled metal columns;Abramowicz;Int. J. Impact Engng.,1983

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1. Design of Retrofitting for Damaged Rectangular Hollow Sectioned Struts;Journal of Structural Engineering;2003-08

2. Yield line mechanism analysis of steel members and connections;Progress in Structural Engineering and Materials;2003

3. Cyclic behaviour of partly plastic pinned circular tubes: I. Analytical model;Thin-Walled Structures;1999-01

4. Large plastic deformation of beams of angle-section under symmetric bending;International Journal of Mechanical Sciences;1997-07

5. Effect of axial restraints on the deflection of strain hardening beams;International Journal of Mechanical Sciences;1993-05

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