A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures
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Publication:659938
DOI10.1007/s00466-011-0608-3zbMath1384.74045OpenAlexW2057495081WikidataQ59897546 ScholiaQ59897546MaRDI QIDQ659938
Publication date: 24 January 2012
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-011-0608-3
complementary energy principlegeometrically exact analysishybrid-mixed finite elementsone-dimensional beam modelthree-dimensional framed structures
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
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A Degenerated Plane Truss Model of Base Force Element Method on Complementary Energy Principle ⋮ An equilibrium‐based formulation with nonlinear configuration dependent interpolation for geometrically exact 3D beams ⋮ A total Lagrangian, objective and intrinsically locking‐free Petrov–Galerkin SE(3) Cosserat rod finite element formulation ⋮ On the geometrically exact low-order modelling of a flexible beam: formulation and numerical tests ⋮ Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams ⋮ Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature
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