An inelastic Timoshenko beam element with axial-shear-flexural interaction

DOI10.1007/s00466-011-0616-3zbMath1334.74070OpenAlexW2040845301MaRDI QIDQ411290

Vlasis K. Koumousis, Savvas P. Triantafyllou

Publication date: 4 April 2012

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-011-0616-3

zbMATH Keywords

Timoshenko beamfinite elementsBouc-Wenhysteretic model

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Problems involving hysteresis in solids (74N30)

Related Items (1)

Topology optimization of structural frames based on a nonlinear Timoshenko beam finite element considering full interaction

Uses Software

• LSODE
• ABAQUS/Standard

Cites Work

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• Inelastic axial-flexure-shear coupling in a mixed formulation beam finite element
• Stochastic response of large FEM models with hysteretic behaviour in beam elements
• The hysteresis Bouc-Wen model, a survey
• Ultimate strength analysis of composite sections under biaxial bending and axial load
• A 3D fibre beam-column element with shear modelling for the inelastic analysis of steel structures
• Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar-Kàrmàn principle
• Much ado about shear correction factors in Timoshenko beam theory
• On locking-free shear deformable beam finite elements
• A mixed finite element method for beam and frame problems
• A simple quadrilateral shell element
• An improved two-node timoshenko beam finite element

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