Hybrid-mixed curved beam elements with increased degrees of freedom for static and vibration analyses

DOI10.1002/nme.1735zbMath1142.74044OpenAlexW2135323586MaRDI QIDQ5435356

Jin-Gon Kim, Yong-Kuk Park

Publication date: 14 January 2008

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1735

zbMATH Keywords

Hellinger-Reissner variational principleconsistent stress parametersinternal nodeless degrees

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (2)

Geometric nonlinear dynamic analysis of curved beams using curved beam element ⋮ Invariant Hermitian finite elements for thin Kirchhoff rods. I: The linear plane case

Cites Work

• An element for studying the vibration of unrestrained curved Timoshenko beams

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