A higher-order quadrilateral shell finite element for geometrically nonlinear analysis
From MaRDI portal
Publication:2049638
DOI10.1016/j.euromechsol.2021.104283zbMath1480.74292OpenAlexW3153175810MaRDI QIDQ2049638
Minh-Chien Trinh, Hyungmin Jun
Publication date: 27 August 2021
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.euromechsol.2021.104283
benchmark testnine-node shell elementgeometrically nonlinear total Lagrangian formulationGPU-compatible libraryMITC method
Related Items
An edge center-based strain-smoothing triangular and tetrahedral element for analysis of elasticity, High‐fidelity tensor‐decomposition based matrix formation for isogeometric buckling analysis of laminated shells with solid‐shell formulation
Uses Software
Cites Work
- Phenomenological invariant-based finite-element model for geometrically nonlinear analysis of thin shells
- A triangular shell element for geometrically nonlinear analysis
- Linear spring stiffnesses for two-dimensional finite element modeling of arteries
- The MITC3+ shell element enriched in membrane displacements by interpolation covers
- Finite element procedures for computing normals and mean curvature on triangulated surfaces and their use for mesh refinement
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- A stabilization procedure for the quadrilateral plate element with one‐point quadrature
- Higher‐order MITC general shell elements
- A class of mixed assumed strain methods and the method of incompatible modes
- Reduced integration technique in general analysis of plates and shells