A ten node tetrahedral Cosserat point element (CPE) for nonlinear isotropic elastic materials
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Publication:356843
DOI10.1007/S00466-012-0811-XzbMath1398.74340OpenAlexW1992739717MaRDI QIDQ356843
M. B. Rubin, Mahmood Jabareen, Eli Hanukah
Publication date: 26 July 2013
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-012-0811-x
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (6)
Selective Cell-Based Smoothed Finite Element Method Using 10-Node Tetrahedral Element with Radial Element Subdivision ⋮ Free vibration of an isotropic elastic skewed parallelepiped -- a closed form study ⋮ An Element Decomposition Method for Three-Dimensional Solid Mechanics ⋮ Extension of the unsymmetric 8‐node hexahedral solid element <scp>US‐ATFH8</scp> to <scp>3D</scp> hyper‐elastic finite deformation analysis ⋮ A Class of Novel Tetrahedron Elements with Curved Surfaces for Three-Dimensional Solid Mechanics Problems with Curved Boundaries ⋮ A Concept of Cell-Based Smoothed Finite Element Method Using 10-Node Tetrahedral Elements (CS-FEM-T10) for Large Deformation Problems of Nearly Incompressible Solids
Uses Software
Cites Work
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