An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: linear formulations

DOI10.1002/NME.5945zbMATH Open1548.74813WikidataQ129338497 ScholiaQ129338497MaRDI QIDQ6569302

Zhi Li, Song Cen, Chen-Feng Li, Junbin Huang

Publication date: 8 July 2024

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

zbMATH Keywords

finite element methodssolid-shell elementsmesh distortionsoblique coordinatesanalytical trial functionsunsymmetric finite elements

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)

Cites Work

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Related Items (8)

An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: geometric nonlinear formulations ⋮ An incompatible and unsymmetric four-node quadrilateral plane element with high numerical performance ⋮ Hyperelastic finite deformation analysis with the unsymmetric finite element method containing homogeneous solutions of linear elasticity ⋮ Mesh distortion insensitive and locking-free Petrov-Galerkin low-order EAS elements for linear elasticity ⋮ An unsymmetric 8-node plane element immune to mesh distortion for linear isotropic hardening material ⋮ A simple unsymmetric 4-node 12-DOF membrane element for the modified couple stress theory ⋮ An efficient unstructured quadrilateral-dominated surface mesh generation method for arbitrary geometry with tiny features or crack defects in DiBFM ⋮ An ANS/ATFs-based unsymmetric solid-shell finite element algorithm for high-quality finite deformation analysis of hyper-elastic shell

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