The Exact Two-Node Timoshenko Beam Finite Element Using Analytical Bending and Shear Rotation Interdependent Shape Functions

DOI10.1080/15502280600826381zbMath1429.74088OpenAlexW1998596360MaRDI QIDQ3084065

I. B. Edem

Publication date: 15 March 2011

Published in: International Journal for Computational Methods in Engineering Science and Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/15502280600826381

zbMATH Keywords

Timoshenko beamfirst order shear deformation theoryshear-lockingbeam slenderness ratioconsistent load vectorexact Timoshenko beam stiffness matrix

Mathematics Subject Classification ID

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

Related Items (1)

On Accurate Stress Analysis of Composite and Sandwich Narrow Beams

Cites Work

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• On locking-free shear deformable beam finite elements
• Locking and shear scaling factors in C° bending elements
• Field-consistency and violent stress oscillations in the finite element method
• Reduced integration and the shear-flexible beam element
• An improved two-node timoshenko beam finite element

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