Exact solution of 3D Timoshenko beam problem: problem-dependent formulation

DOI10.1007/s00419-013-0805-yzbMath1351.74050OpenAlexW1995462660MaRDI QIDQ2511615

Edita Papa Dukić, Gordan Jelenić

Publication date: 6 August 2014

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-013-0805-y

zbMATH Keywords

interpolationboundary conditionslinear analysisstrain recovery

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items (2)

Mixed‐mode delamination of layered structures modeled as Timoshenko beams with linked interpolation ⋮ Three‐node assumed strain Mindlin plate finite elements

Uses Software

• FEAPpv

Cites Work

• Exact solution of 3D Timoshenko beam problem using linked interpolation of arbitrary order
• On locking-free shear deformable beam finite elements
• Explanation and elimination of shear locking and membrane locking with field consistence approach
• Convergence properties and derivative extraction of the superconvergent Timoshenko beam finite element
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