Buckling of Standing Tapered Timoshenko Columns with Varying Flexural Rigidity Under Combined Loadings

DOI10.1142/S0219455415500170zbMath1359.74106OpenAlexW1961508513MaRDI QIDQ2972510

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Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455415500170

zbMATH Keywords

gravitybucklingTimoshenko beam theoryinitial value methodtaper rationonuniform cross-section

Mathematics Subject Classification ID

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

Related Items (2)

Effect of warping shape on buckling of circular and rectangular columns under axial compression ⋮ Finite element formulation for linear stability analysis of axially functionally graded nonprismatic Timoshenko beam

Cites Work

• Stability of a braced heavy standing column with tip load
• Critical load for buckling of non-prismatic columns under self-weight and tip force
• Stability analysis of bars with varying cross-section
• On the stability of a strut under uniformly distributed axial forces
• Integral equation formulation and analysis of the dynamic stability of damped beams subjected to subtangential follower forces
• AN ANALYTIC APPROACH FOR EXACTLY DETERMINING CRITICAL LOADS OF BUCKLING OF NONUNIFORM COLUMNS
• A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients

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