A total Lagrangian Timoshenko beam formulation for geometrically nonlinear isogeometric analysis of spatial beam structures
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Publication:828266
DOI10.1007/s00707-020-02723-6zbMath1451.74144OpenAlexW3037907672MaRDI QIDQ828266
Tinh Quoc Bui, Pruettha Nanakorn, Duy Vo
Publication date: 8 January 2021
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-020-02723-6
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Isogeometric methods applied to problems in solid mechanics (74S22)
Related Items (9)
On invariance of spatial isogeometric Timoshenko-Ehrenfest beam formulations for static analysis ⋮ A novel four-field mixed FE approximation for Kirchhoff rods using Cartan's moving frames ⋮ Geometrically exact isogeometric Bernoulli-Euler beam based on the Frenet-Serret frame ⋮ Geometrically nonlinear multi-patch isogeometric analysis of spatial Euler-Bernoulli beam structures ⋮ An isogeometric finite element formulation for geometrically exact Timoshenko beams with extensible directors ⋮ Dynamic multi-patch isogeometric analysis of planar Euler-Bernoulli beams ⋮ An efficient isogeometric beam formulation for analysis of 2D non-prismatic beams ⋮ Geometrically exact static isogeometric analysis of an arbitrarily curved spatial Bernoulli-Euler beam ⋮ A 2D field-consistent beam element for large displacement analysis using a rational Bézier representation with varying weights
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