Improved nine-node shell element MITC9i with reduced distortion sensitivity
From MaRDI portal
Publication:1990873
DOI10.1007/s00466-017-1510-4zbMath1460.74084OpenAlexW2769410986WikidataQ59610254 ScholiaQ59610254MaRDI QIDQ1990873
Publication date: 25 October 2018
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-017-1510-4
patch testdrilling rotationcoarse mesh accuracycorrected shape functiontwo-level strain approximation
Related Items (7)
Generalized conforming Trefftz element for size-dependent analysis of thin microplates based on the modified couple stress theory ⋮ Methods and guidelines for the choice of shell theories ⋮ Reduced representations of assumed fields for Hu-Washizu solid-shell element ⋮ On Performance of Nine-Node Quadrilateral Shell Elements 9-EAS11 and MITC9i ⋮ Natural frequency analysis of shells of revolution based on hybrid dual-mixed \(hp\)-finite element formulation ⋮ On Transverse Shear Strains Treatment in Nine-Node Shell Element MITC9i ⋮ Dual-mixed \(hp\)-version axisymmetric shell finite element using NURBS mid-surface interpolation
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Reduction of mesh distortion effects for nine-node elements using corrected shape functions
- On drilling degrees of freedom
- A consistent control of spurious singular modes in the 9-node Lagrange element for the Laplace and Mindlin plate equations
- The discrete strain gap method and membrane locking
- Formulations of finite elasticity with independent rotations
- Second-order shell kinematics implied by rotation constraint-equation
- A triangular finite shell element based on a fully nonlinear shell formulation
- On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
- The Cosserat surface as a shell model, theory and finite element formulation
- Families of 4-node and 9-node finite elements for a finite deformation shell theory. An assessment of hybrid stress, hybrid strain and enhanced strain elements
- Enhanced Allman quadrilateral for finite drilling rotations
- Structural analysis of composite laminates using a mixed hybrid shell element
- On parallelization of the loop over elements in FEAP
- Curved, isoparametric, 'quadrilateral' elements for finite element analysis
- A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains
- Four-node mixed Hu-Washizu shell element with drilling rotation
- Two improvements in formulation of nine-node element MITC9
- Automation of Finite Element Methods
- A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS
- An improved isoparametric transformation for finite element analysis
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- A robust non-linear mixed hybrid quadrilateral shell element
- A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains
- A new nine node degenerated shell element with enhanced membrane and shear interpolation
- An assumed covariant strain based 9-node shell element
- Assumed strain stabilization procedure for the 9‐node Lagrange shell element
- An exact finite rotation shell theory, its mixed variational formulation and its finite element implementation
- Genuinely resultant shell finite elements accounting for geometric and material non‐linearity
- A non-conforming element for stress analysis
- Effects of element distortions on the performance of isoparametric elements
- Higher‐order MITC general shell elements
- A class of mixed assumed strain methods and the method of incompatible modes
- Improved numerical integration of thick shell finite elements
- Reduced integration technique in general analysis of plates and shells
This page was built for publication: Improved nine-node shell element MITC9i with reduced distortion sensitivity
