Extrapolated fields in the formulation of the assumed strain elements. II: Three-dimensional problems
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Publication:1299247
DOI10.1016/S0045-7825(97)00084-4zbMath0939.74062OpenAlexW4252518283MaRDI QIDQ1299247
Yung-I. Chen, Henryk K. Stolarski
Publication date: 12 July 2000
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(97)00084-4
assumed strain eight-node hexahedral elementsdisplacement extrapolationparallelepiped domainstrain extrapolationtranslational displacements
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05)
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Cites Work
- Unnamed Item
- Unnamed Item
- A hybrid brick element with rotational degrees of freedom
- Finite element stabilization matrices - A unification approach
- Hourglass control in linear and nonlinear problems
- On a stress resultant geometrically exact shell model. IV: Variable thickness shells with through-the-thickness stretching
- Efficient hybrid/mixed elements using admissible matrix formulation
- Extrapolated fields in the formulation of the assumed strain elements. I: Two-dimensional problems.
- A theorem regarding the locking of tapered four-noded membrane elements
- An 8-node brick finite element
- On the suppression of zero energy deformation modes
- Rational approach for assumed stress finite elements
- A compatible triangular element including vertex rotations for plane elasticity analysis
- A field-consistent formulation for the eight-noded solid finite element
- Relations between incompatible displacement model and hybrid stress model
- The patch test—a condition for assessing FEM convergence
- An efficient formulation of hexahedral elements with high accuracy for bending and incompressibility
- A new approach for the hybrid element method
- Isoparametric hybrid hexahedral elements for three dimensional stress analysis
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
- Alternative ways for formulation of hybrid stress elements
- A new formulation of hybrid/mixed finite element
- Thick shell and solid finite elements with independent rotation fields
- Solid elements with rotational degrees of freedom: Part 1—hexahedron elements
- A non-conforming element for stress analysis
- Assumed strain formulation for the four‐node quadrilateral with improved in‐plane bending behaviour
- Hybrid hexahedral element for solids, plates, shells and beams by selective scaling
- Letters to the editor