Influence of load-non-uniformity and eccentricity on the stability and load carrying capacity of orthotropic tubular columns of regular hexagonal cross-section

Author:

Królak Marian,Kołakowski Zbigniew,Kotełko Maria

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Królak M, Kołakowski Z, Kowal-Michalska K. Modal interactive buckling of composite tubular pole structure with intermediate stiffeners. Int J Eng Sci (in press).

2. Theoretical study of ultimate load of locally buckled stub columns loaded eccentrically;Guo;J Construct Steel Res,1996

3. Loughlan J, Rhodes J. The interaction buckling of lipped channel columns under concentric and eccentric loading. Thin-Walled Struct 1980:40–55.

4. Spatial stability of thin-walled eccentric compressive members;Wang;J Eng Mech,1999

5. Buckling of composite plates and plate structures using the spline finite strip method;Dawe;Compos Eng,1994

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