Extension of unsymmetric finite elements US‐QUAD8 and US‐HEXA20 for geometric nonlinear analyses
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Publication:3055849
DOI10.1108/02644400710748715zbMath1198.74101OpenAlexW2034311185MaRDI QIDQ3055849
Joon Hock Yeo, Sellakkutti Rajendran, Ean Tat Ooi
Publication date: 10 November 2010
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644400710748715
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Classical linear elasticity (74B05) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (7)
Geometric non-linear hexahedral elements with rotational DOFs ⋮ An unsymmetric 4-node, 8-DOF plane membrane element perfectly breaking through MacNeal's theorem ⋮ Extension of the unsymmetric 8‐node hexahedral solid element <scp>US‐ATFH8</scp> to <scp>3D</scp> hyper‐elastic finite deformation analysis ⋮ Rotationally invariant distortion resistant finite-elements ⋮ A six-node prismatic solid finite element for geometric nonlinear problems in elasticity ⋮ 8-node unsymmetric distortion-immune element based on Airy stress solutions for plane orthotropic problems ⋮ Geometrically nonlinear dynamic formulation for three-dimensional co-rotational solid elements
Uses Software
Cites Work
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