A 3D Shear Deformable Finite Element Based on the Absolute Nodal Coordinate Formulation
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Publication:2856511
DOI10.1007/978-94-007-5404-1_4zbMath1311.74066OpenAlexW59574858MaRDI QIDQ2856511
Karin Nachbagauer, Peter G. Gruber, Johannes Gerstmayr
Publication date: 29 October 2013
Published in: Computational Methods in Applied Sciences (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/978-94-007-5404-1_4
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (9)
Weak form quadrature elements based on absolute nodal coordinate formulation for planar beamlike structures ⋮ An overview of the ANCF approach, justifications for its use, implementation issues, and future research directions ⋮ Generalization of the strain-split method and evaluation of the nonlinear ANCF finite elements ⋮ A study of contact methods in the application of large deformation dynamics in self-contact beam ⋮ Shear locking in one-dimensional finite element methods ⋮ Locking alleviation in the large displacement analysis of beam elements: the strain split method ⋮ A 3D Shear Deformable Finite Element Based on the Absolute Nodal Coordinate Formulation ⋮ The usability and limitations of the various absolute nodal coordinate beam elements subjected to torsional and bi-moment loading ⋮ Approximation of pre-twisted Achilles sub-tendons with continuum-based beam elements
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Cites Work
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