Lateral buckling of beams with shear deformations - A hyperelastic formulation
From MaRDI portal
Publication:1960032
DOI10.1016/j.ijsolstr.2010.06.012zbMath1196.74050OpenAlexW1964106199WikidataQ58622577 ScholiaQ58622577MaRDI QIDQ1960032
Mario M. Attard, Moon-Young Kim
Publication date: 12 October 2010
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2010.06.012
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)
Related Items (3)
On lateral-torsional buckling of discrete elastic systems: a nonlocal approach ⋮ Buckling and lateral buckling interaction in thin-walled beam-column elements with mono-symmetric cross sections ⋮ Variational modeling of plane-strain hyperelastic thin beams with thickness-stretching effect
Cites Work
- Unnamed Item
- Unnamed Item
- Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
- Sandwich column buckling -- a hyperelastic formulation
- Column buckling with shear deformations-A hyperelastic formulation
- Shear deformation effect in second-order analysis of frames subjected to variable axial loading
- Numerical formulations of elasto-viscoplastic response of beams accounting for the effect of shear
- Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae
- Finite strain -- isotropic hyperelasticity.
- Finite strain -- beam theory.
- Stability and finite strain of homogenized structures soft in shear: sandwich or fiber composites, and layered bodies
- On one-dimensional finite-strain beam theory: the plane problem
- Hyperelastic constitutive modeling under finite strain
- Lateral buckling of beam
- Shear Buckling of Sandwich, Fiber Composite and Lattice Columns, Bearings, and Helical Springs: Paradox Resolved
- Arguments for and against Engesser's buckling formulas
- Some remarks on the problem of column buckling
This page was built for publication: Lateral buckling of beams with shear deformations - A hyperelastic formulation
