Locking alleviation in the large displacement analysis of beam elements: the strain split method
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Publication:1794104
DOI10.1007/s00707-018-2131-5zbMath1397.74009OpenAlexW2796039985WikidataQ130040963 ScholiaQ130040963MaRDI QIDQ1794104
Publication date: 15 October 2018
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-018-2131-5
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Kinematics of deformation (74A05)
Related Items (12)
Weak form quadrature elements based on absolute nodal coordinate formulation for planar beamlike structures ⋮ Nonlinear Analysis of Frames with Shear Deformation using Higher-Order Mixed Finite Elements ⋮ A novel collocation beam element based on absolute nodal coordinate formulation ⋮ A new higher-order plate/shell element for dynamic analysis of flexible plate and shell with variable thickness ⋮ Generalization of the strain-split method and evaluation of the nonlinear ANCF finite elements ⋮ A finite element for soft tissue deformation based on the absolute nodal coordinate formulation ⋮ A novel plate element based on absolute nodal coordinate formulation with collocation strategy ⋮ A new locking-free beam element based on absolute nodal coordinates ⋮ Shear locking in one-dimensional finite element methods ⋮ Transversally higher-order interpolating polynomials for the two-dimensional shear deformable ANCF beam elements based on common coefficients ⋮ Spatial ANCF/CRBF beam elements ⋮ Approximation of pre-twisted Achilles sub-tendons with continuum-based beam elements
Uses Software
Cites Work
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