Effect of flexible joints on the stability and large deflections of a triangular frame

DOI10.1007/s00707-007-0574-1zbMath1155.74346OpenAlexW2098240825MaRDI QIDQ1002685

Layne T. Watson, William I. Thacker, Chang Yi Wang

Publication date: 2 March 2009

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: http://eprints.cs.vt.edu/archive/00000942/

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Junctions (74K30)

Related Items (1)

A simple method for determining large deflection states of arbitrarily curved planar elastica

Uses Software

• HOMPACK90
• Mathematica
• AUTO
• HYBRJ
• minpack
• HOMPACK
• HomCont

Cites Work

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• Elastica buckling analysis of a simple frame
• A homotopy method applied to elastica problems
• Large deflections of an inclined cantilever with an end load
• Asymptotic formula for the flexible bar.
• The nonlinear stability of a heavy rigid plate supported by flexible columns
• Algorithm 652
• Nonlinear analysis of portal frames
• Accurate determination of asymptotic postbuckling stresses by the finite element method
• Bifurcation, pre- and post-buckling analysis of frame structures
• Algorithm 777: HOMPACK90

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