Finite strain -- beam theory.

DOI10.1016/S0020-7683(03)00216-6zbMath1054.74615WikidataQ58622622 ScholiaQ58622622MaRDI QIDQ1427173

Mario M. Attard

Publication date: 14 March 2004

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

zbMATH Keywords

ElasticityFinite strainElasticaTorsionBeam theoryColumn bucklingWagner effect

Mathematics Subject Classification ID

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

Related Items (12)

Sandwich column buckling -- a hyperelastic formulation ⋮ Column buckling with shear deformations-A hyperelastic formulation ⋮ Free and forced vibration nonlinear analysis of a microbeam using finite strain and velocity gradients theory ⋮ Influence of shear deformations on the buckling of columns using the generalized beam theory and energy principles ⋮ Adaptive periodical representative volume element for simulating periodical postbuckling behavior ⋮ An equilibrium‐based formulation with nonlinear configuration dependent interpolation for geometrically exact 3D beams ⋮ An invariant‐free formulation of neo‐Hookean hyperelasticity ⋮ Lateral buckling of beams with shear deformations - A hyperelastic formulation ⋮ Stability and vibration analysis of axially-loaded shear beam-columns carrying elastically restrained mass ⋮ In-plane buckling of prismatic funicular arches with shear deformations ⋮ Variational modeling of plane-strain hyperelastic thin beams with thickness-stretching effect ⋮ An anisotropic hyperelastic model with an application to soft tissues

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