A Novel Approach for Buckling Analysis of Pretwisted Spatially Curved Beams by State Equations

DOI10.1142/S021945541550011XzbMath1359.74097OpenAlexW2026312298MaRDI QIDQ2972502

Yeong-Bin Yang, Shyh-Rong Kuo, Judy P. Yang

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/s021945541550011x

zbMATH Keywords

stabilityequilibrium conditionsstate equationscurved beamrigid body rulespatially curved beam

Mathematics Subject Classification ID

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

Related Items (2)

Invariant isogeometric formulation for the geometric stiffness matrix of spatial curved Kirchhoff rods ⋮ Nonlinear in-plane stability of deep parabolic arches using geometrically exact beam theory

Cites Work

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• Finite element formulations for large deformation dynamic analysis
• Large displacement analysis of three-dimensional beam structures

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