A 6-Node triangular solid-shell element for linear and nonlinear analysis
From MaRDI portal
Publication:6557395
DOI10.1002/nme.5498zbMATH Open1548.74399MaRDI QIDQ6557395
Publication date: 18 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
shear lockingshell structurestriangular elementthickness locking6-node elementsolid-shell finite elements
Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
Cites Work
- Unnamed Item
- An 8-node shell element for nonlinear analysis of shells using the refined combination of membrane and shear interpolation functions
- An isogeometric continuum shell element for non-linear analysis
- A hierarchic family of isogeometric shell finite elements
- The quadratic MITC plate and MITC shell elements in plate bending
- Stress projection for membrane and shear locking in shell finite elements
- A quadratic assumed natural strain curved triangular shell element
- Development of a non-linear triangular prism solid-shell element using ANS and EAS techniques
- Tensor-based finite element formulation for geometrically nonlinear analysis of shell structures
- A robust nonlinear solid shell element based on a mixed variational formulation
- An assumed strain triangular curved solid shell element formulation for analysis of plates and shells undergoing finite rotations
- The Finite Element Analysis of Shells - Fundamentals
- An improved three-noded triangular element for plate bending
- A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems
- Assumed strain stabilization procedure for the 9‐node Lagrange shell element
- Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
- A systematic development of ‘solid-shell’ element formulations for linear and non-linear analyses employing only displacement degrees of freedom
- A generalized elastoplastic plate theory and its algorithmic implementation
- Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept
- Curved quadratic triangular degenerated- and solid-shell elements for geometric non-linear analysis
- A hybrid stress ANS solid-shell element and its generalization for smart structure modelling. Part I?solid-shell element formulation
- An assumed strain formulation of efficient solid triangular element for general shell analysis
- An eight-node hybrid-stress solid-shell element for geometric non-linear analysis of elastic shells
- A continuum‐based shell theory for non‐linear applications
- An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element
- An efficient assumed strain element model with six DOF per node for geometrically non‐linear shells
- A class of mixed assumed strain methods and the method of incompatible modes
- A six-node pentagonal assumed natural strain solid-shell element
This page was built for publication: A 6-Node triangular solid-shell element for linear and nonlinear analysis