On the large postbuckling response of nonconservative continuous systems

DOI10.1007/BF00804985zbMath0757.73022OpenAlexW42731764MaRDI QIDQ1199315

G. Kandakis, Anthony N. Kounadis

Publication date: 16 January 1993

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00804985

zbMATH Keywords

critical pointsflutter instabilitycompressive loaduniform cantilever beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)

Related Items (3)

Stability analysis of nonlocal elastic columns with initial imperfection ⋮ Non-potential dissipative systems exhibiting periodic attractors in regions of divergence ⋮ MODAL DYNAMICS APPROXIMATIONS OF CANTILEVERS UNDER PARTIAL FOLLOWER LOAD

Cites Work

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• The existence of regions of divergence instability for nonconservative systems under follower forces
• An efficient and simple approximate technique for solving nonlinear initial and boundary-value problems
• Post-buckling behavior of continuous, nonconservative elastic systems
• On the accuracy of various large axial displacement formulae for crooked columns
• DYNAMIC STABILITY OF INITIALLY CROOKED COLUMNS UNDER A TIME-DEPENDENT AXIAL DISPLACEMENT OF THEIR SUPPORT
• Divergence Buckling of a Simple Frame, Subject to a Follower Force

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