Exact slip-buckling analysis of two-layer composite columns

DOI10.1016/J.IJSOLSTR.2009.03.020zbMath1167.74421OpenAlexW1999958227MaRDI QIDQ837776

A. Kryžanowski, Simon Schnabl, Goran Turk, I. Planinc

Publication date: 21 August 2009

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

Full work available at URL: https://repozitorij.uni-lj.si/Dokument.php?id=85620&dn=

zbMATH Keywords

elasticstabilitycompositesbucklingslipcritical loadnon-linearlayersexact analysis

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)

Related Items (5)

Explicit matrices for a composite beam-column with refined zigzag kinematics ⋮ Flexural vibrations of geometrically nonlinear composite beams with interlayer slip ⋮ Moderately Large Deflections of Composite Beams with Interlayer Slip ⋮ Circumferential gap and partial debonding effects on buckling loads and modes of slender CFST circular columns ⋮ In-plane instability of shallow layered arches with interlayer slip

Cites Work

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• Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear
• Two-dimensional analytical solutions of simply supported composite beams with interlayer slips
• A consistent equilibrium in a cross-section of an elastic-plastic beam
• A quadratically convergent algorithm for the computation of stability points: the application of the determinant of the tangent stiffness matrix.
• Nonlinear bifurcation
• On one-dimensional finite-strain beam theory: the plane problem
• Displacement-based formulations for composite beams with longitudinal slip and vertical uplift
• On the Existence and Uniqueness of the Generalized Solution of Reissner’s Elastica

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