Lateral buckling of beams with shear deformations - A hyperelastic formulation
type: Item
instance of: scholarly article
title: Lateral buckling of beams with shear deformations - A hyperelastic formulation
zbMATH Open document ID: 1196.74050
author: Mario M. Attard
author: Moon-Young Kim
published in: International Journal of Solids and Structures
publication date: 2010-10-12T00:00:00Z
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74K10
Mathematics Subject Classification ID: 74B20
zbMATH DE Number: 5799173
zbMATH Keywords: finite strain
zbMATH Keywords: beams
zbMATH Keywords: elastica
zbMATH Keywords: lateral buckling
zbMATH Keywords: hyperelastic
zbMATH Keywords: shear deformations
Wikidata QID: Q58622577
MaRDI profile type: Publication
full work available at URL: j.ijsolstr.2010.06.012
OpenAlex ID: W1964106199
cites work: Finite strain -- beam theory.
cites work: Finite strain -- isotropic hyperelasticity.
cites work: Hyperelastic constitutive modeling under finite strain
cites work: Column buckling with shear deformations-A hyperelastic formulation
cites work: Sandwich column buckling -- a hyperelastic formulation
cites work: Shear Buckling of Sandwich, Fiber Composite and Lattice Columns, Bearings, and Helical Springs: Paradox Resolved
cites work: Stability and finite strain of homogenized structures soft in shear: sandwich or fiber composites, and layered bodies
cites work: Q4001539
cites work: Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae
cites work: Q5844404
cites work: Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
cites work: On one-dimensional finite-strain beam theory: the plane problem
cites work: Some remarks on the problem of column buckling
cites work: Lateral buckling of beam
cites work: Shear deformation effect in second-order analysis of frames subjected to variable axial loading
cites work: Numerical formulations of elasto-viscoplastic response of beams accounting for the effect of shear
cites work: Arguments for and against Engesser's buckling formulas
DOI: 10.1016/J.IJSOLSTR.2010.06.012
description: scientific article; zbMATH DE number 5799173