Coupled instabilities in thin-walled beams: A qualitative approach.

DOI10.1016/S0997-7538(02)00008-6zbMath1036.74020OpenAlexW2070722643WikidataQ59151517 ScholiaQ59151517MaRDI QIDQ1403956

Marcello Pignataro, Giuseppe Claudio Ruta

Publication date: 20 August 2003

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0997-7538(02)00008-6

zbMATH Keywords

twistwarpingBi-momentBi-shearlocal equilibrium equationsNonlinear hyperelastic constitutive relationsOne-dimensional beam modelshear indeformability

Mathematics Subject Classification ID

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

Related Items (2)

A contribution to the stability of an overhanging pipe conveying fluid ⋮ A large displacement and finite rotation thin-walled beam formulation including cross-section deformation

Cites Work

• On a simple variational analysis of small finite deformations of prismatical beams
• A geometrically-exact rod model incorporating shear and torsion-warping deformation
• Thin-walled beams as directed curves
• On the perturbation analysis of interactive buckling in nearly symmetric structures
• Nonstandard Models for Thin-Walled Beams With a View to Applications
• The Method of Virtual Power in Continuum Mechanics. Part 2: Microstructure
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