An unsymmetric 8-node hexahedral element with high distortion tolerance
type: Item
instance of: scholarly article
title: An unsymmetric 8-node hexahedral element with high distortion tolerance
zbMATH Open document ID: 1548.65349
author: Pei-Lei Zhou
author: Song Cen
author: Junbin Huang
author: Chenfeng Li
author: Qun Zhang
published in: International Journal for Numerical Methods in Engineering
publication date: 2024-07-01T00:00:00Z
Mathematics Subject Classification ID: 65N30
Mathematics Subject Classification ID: 65N50
zbMATH DE Number: 7874339
zbMATH Keywords: finite element
zbMATH Keywords: 8-node hexahedral element
zbMATH Keywords: unsymmetric element
zbMATH Keywords: analytical trial function
zbMATH Keywords: oblique coordinates
zbMATH Keywords: mesh distortion
MaRDI profile type: Publication
cites work: A non-conforming element for stress analysis
cites work: On the Variational Foundations of Assumed Strain Methods
cites work: A class of mixed assumed strain methods and the method of incompatible modes
cites work: A theorem regarding the locking of tapered four-noded membrane elements
cites work: On the limits of finite element perfectability
cites work: Mixed finite element methods - reduced and selective integration techniques: a unification of concepts
cites work: Generalization of selective integration procedures to anisotropic and nonlinear media
cites work: A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
cites work: Hourglass control in linear and nonlinear problems
cites work: New improved hourglass control for bilinear and trilinear elements in anisotropic linear elasticity
cites work: Assumed strain stabilization of the eight node hexahedral element
cites work: Accurate eight-node hexahedral element
cites work: Isoparametric hybrid hexahedral elements for three dimensional stress analysis
cites work: A 3D brick element based on Hu-Washizu variational principle for mesh distortion
cites work: Effects of element distortions on the performance of isoparametric elements
cites work: Q3629224
cites work: Q3836274
cites work: Q4944693
cites work: A new quadrilateral area coordinate method (QACM-II) for developing quadrilateral finite element models
cites work: Hexahedral volume coordinate method (HVCM) and improvements on 3D Wilson hexahedral element
cites work: Quadrilateral membrane element family formulated by the quadrilateral area coordinate method
cites work: The analytical element stiffness matrix of a recent 4‐node membrane element formulated by the quadrilateral area co‐ordinate method
cites work: Quadrilateral membrane elements with analytical element stiffness matrices formulated by the new quadrilateral area coordinate method (QACM-II)
cites work: On convergence of nonconforming convex quadrilateral finite elements AGQ6
cites work: Making sense of the quadrilateral area coordinate membrane elements
cites work: Several treatments on nonconforming element failed in the strict patch test
cites work: A novel unsymmetric 8-node plane element immune to mesh distortion under a quadratic displacement field
cites work: A 20‐node hexahedron element with enhanced distortion tolerance
cites work: A quadratic plane triangular element immune to quadratic mesh distortions under quadratic displacement fields
cites work: Extension of unsymmetric finite elements US‐QUAD8 and US‐HEXA20 for geometric nonlinear analyses
cites work: A technique to develop mesh-distortion immune finite elements
cites work: Mesh-distortion immunity assessment of QUAD8 elements by strong-form patch tests
cites work: Remedies to rotational frame dependence and interpolation failure of US‐QUAD8 element
cites work: A shape-free 8-node plane element unsymmetric analytical trial function method
cites work: An unsymmetric 4-node, 8-DOF plane membrane element perfectly breaking through MacNeal's theorem
cites work: New strategy for assumed stresses for 4‐node hybrid stress membrane element
cites work: The inverse mapping and distortion measures for 8-node hexahedral isoparametric elements
cites work: 8- and 12-node plane hybrid stress-function elements immune to severely distorted mesh containing elements with concave shapes
cites work: Shape-free finite element method: another way between mesh and mesh-free methods
cites work: A quasi-static crack propagation simulation based on shape-free hybrid stress-function finite elements with simple remeshing
cites work: A novel shape-free plane quadratic polygonal hybrid stress-function element
cites work: Q3995308
DOI: 10.1002/NME.5318
description: scientific article; zbMATH DE number 7874339