Stability analysis of bars with varying cross-section

DOI10.1016/0020-7683(94)00272-XzbMath0866.73024OpenAlexW1967983842MaRDI QIDQ675632

Guiqing Li, Hong Cao, Qiu Sheng Li

Publication date: 20 July 1997

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(94)00272-x

zbMATH Keywords

exponential functionsBessel functionsconcentrated loadspower functionsdistributed axial loadsdistribution of flexural stiffnesssupergeometric series

Mathematics Subject Classification ID

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

Related Items (10)

Buckling of Euler columns with a continuous elastic restraint via homotopy analysis method ⋮ Buckling of Standing Tapered Timoshenko Columns with Varying Flexural Rigidity Under Combined Loadings ⋮ ASOM applied to column stability ⋮ Construction of a Solution of the Problem of Stability of a Bar with Arbitrary Continuous Parameters ⋮ Optimum design based on reliability in stochastic structure systems ⋮ Path integral solution of nonlinear dynamic behavior of structure under wind excitation ⋮ Classes of exact solutions for buckling of multi-step non-uniform columns with an arbitrary number of cracks subjected to concentrated and distributed axial loads ⋮ Exact solutions for buckling of non-uniform columns under axial concentrated and distributed loading ⋮ Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method ⋮ Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method

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