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

DOI10.1016/j.mechrescom.2010.07.024zbMath1272.74214OpenAlexW1975436803MaRDI QIDQ366571

Mohammad Hasan, M. Dambrine, H. S. Yoon

Publication date: 13 September 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: http://www.sciencedirect.com/science/article/pii/S0093641310001126

zbMATH Keywords

stabilitybuckling loadvariable cross-sectionheavy columnnon-uniform column

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

Buckling of Standing Tapered Timoshenko Columns with Varying Flexural Rigidity Under Combined Loadings ⋮ Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method

Cites Work

• Stability of a braced heavy standing column with tip load
• A closed-form solution for the generalized Euler problem
• Theoretical Numerical Analysis
• New Closed-Form Solutions for Buckling of a Variable Stiffness Column by Mathematica®
• Inverse buckling problem for inhomogeneous columns
• Exact solutions for buckling of non-uniform columns under axial concentrated and distributed loading

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