Coupled polynomial field approach for elimination of flexure and torsion locking phenomena in the Timoshenko and Euler-Bernoulli curved beam elements

DOI10.1016/j.finel.2012.10.005zbMath1282.74089OpenAlexW2038711606MaRDI QIDQ393828

Md. Ishaquddin, J. N. Reddy, P. Raveendra Nath

Publication date: 24 January 2014

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.finel.2012.10.005

zbMATH Keywords

Timoshenko beam finite elements Euler-Bernoulli beam shear locking curved beam coupled polynomial field flexure locking torsion locking

Mathematics Subject Classification ID

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

Related Items (7)

Buckling analysis of geometrically nonlinear curved beams ⋮ Isogeometric rotation-free analysis of planar extensible-elastica for static and dynamic applications ⋮ Efficient isogeometric formulation for vibration analysis of complex spatial beam structures ⋮ On the development of NURBS-based isogeometric solid shell elements: 2D problems and preliminary extension to 3D ⋮ Efficient isogeometric NURBS-based solid-shell elements: mixed formulation and \(\overline B\)-method ⋮ Order reduction method for locking free isogeometric analysis of Timoshenko beams ⋮ Extended multiscale FEM for design of beams and frames with complex topology

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