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Critical load for buckling of non-prismatic columns under self-weight and tip force

  • Published:2010-09 Issue:6 Volume:37 Page:554-558
  • ISSN:0093-6413
  • Container-title:Mechanics Research Communications
  • language:en
  • Short-container-title:Mechanics Research Communications

Author:

Wei D.J.,Yan S.X.,Zhang Z.P.,Li X.-F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference17 articles.

1. Theoretical Numerical Analysis;Atkinson,2005

2. Buckling of variable section columns under axial loading;Darbandi;ASCE J. Eng. Mech.,2010

3. Exact solution for buckling of columns including self-weight;Duan;ASCE J. Eng. Mech.,2008

4. New closed-form solutions for buckling of a variable stiffness column by mathematica;Elishakoff;J. Sound Vib.,1999

5. A closed-form solution for the generalized Euler proble;Elishakoff;Proc. R. Soc. Lond. Ser. A,2000

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