Improvement on the 10-node tetrahedral element for three-dimensional problems
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Publication:1587964
DOI10.1016/S0045-7825(99)00410-7zbMath0982.74067OpenAlexW2056251908MaRDI QIDQ1587964
Publication date: 15 April 2002
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(99)00410-7
compatibility conditionincompressibilityweak continuity conditionslender structure10-node tetrahedral element T10nearly incompressible problems
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)
Related Items (10)
Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ A ten node tetrahedral Cosserat point element (CPE) for nonlinear isotropic elastic materials ⋮ A 3D pyramid spline element ⋮ Three‐dimensional spline scaled boundary finite elements with high‐order completeness ⋮ Accurate and locking-free analysis of beams, plates and shells using solid elements ⋮ Absolute nodal coordinate formulation of tetrahedral solid element ⋮ A novel element differential method for solid mechanical problems using isoparametric triangular and tetrahedral elements ⋮ Automatic adaptive FE analysis of thin-walled structures using 3D solid elements ⋮ A Class of Novel Tetrahedron Elements with Curved Surfaces for Three-Dimensional Solid Mechanics Problems with Curved Boundaries ⋮ Conforming local meshfree method
Cites Work
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- OPTIMAL DELAUNAY POINT INSERTION
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- Optimization of tetrahedral meshes based on element shape measures
- Hybrid hexahedral element for solids, plates, shells and beams by selective scaling
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