A rotation-free shell formulation using nodal integration for static and dynamic analyses of structures
DOI10.1002/NME.4989zbMATH Open1548.74417MaRDI QIDQ6558888
Xiangyang Cui, G. Wang, G. Y. Li
Publication date: 21 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
numerical methodsnodal integrationthin shellgradient smoothing techniquerotation freestrain smoothing operation
Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60)
Cites Work
- Title not available (Why is that?)
- A rotation-free beam element for beam and cable analyses
- An edge-based smoothed triangle element for non-linear explicit dynamic analysis of shells
- Extended rotation-free shell triangles with transverse shear deformation effects
- Advances in the formulation of the rotation-free basic shell triangle
- A locking-free meshfree curved beam formulation with the stabilized conforming nodal integration
- A rotation-free thin shell quadrilateral
- A comparison of rotation-free triangular shell elements for unstructured meshes
- Explicit algorithms for the nonlinear dynamics of shells
- Nonlinear finite element analysis of shells. II. Two-dimensional shells
- Mixed finite element methods - reduced and selective integration techniques: a unification of concepts
- Physical stabilization of the 4-node shell element with one point quadrature
- A cell-based smoothed three-node Mindlin plate element (CS-MIN3) for static and free vibration analyses of plates
- A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner-Mindlin plates
- Orthotropic rotation-free basic thin shell triangle
- Geometrically nonlinear formulation for thin shells without rotation degrees of freedom
- Analysis of plates and shells using an edge-based smoothed finite element method
- A stabilized conforming nodal integration for Galerkin mesh-free methods
- A geometric nonlinear rotation-free triangle and its application to drape simulation
- Nodal integration thin plate formulation using linear interpolation and triangular cells
- A thin plate formulation without rotation DOFs based on the radial point interpolation method and triangular cells
- A GENERALIZED GRADIENT SMOOTHING TECHNIQUE AND THE SMOOTHED BILINEAR FORM FOR GALERKIN FORMULATION OF A WIDE CLASS OF COMPUTATIONAL METHODS
- AC0 triangular plate element with one-point quadrature
- Analysis of a rotation-free 4-node shell element
- Extended rotation-free plate and beam elements with shear deformation effects
- Nonlinear dynamic analysis with a 48 d.o.f. curved thin shell element
- A formulation of general shell elements—the use of mixed interpolation of tensorial components
- A study of three-node triangular plate bending elements
- A simple class of finite elements for plate and shell problems. II: An element for thin shells, with only translational degrees of freedom
- A new hybrid-mixed variational approach for Reissner-Mindlin plates. The MiSP model
- New enhanced strain elements for incompressible problems
- Rotation-free triangular plate and shell elements
- Non-linear version of stabilized conforming nodal integration for Galerkin mesh-free methods
- Non‐linear explicit dynamic analysis of shells using the BST rotation‐free triangle
- A cell‐based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner–Mindlin plates
- Detailed formulation of the rotation‐free triangular element “S3” for general purpose shell analysis
- A class of mixed assumed strain methods and the method of incompatible modes
- A G space theory and a weakened weak (W2 ) form for a unified formulation of compatible and incompatible methods: Part I theory
- A G space theory and a weakened weak (W2 ) form for a unified formulation of compatible and incompatible methods: Part II applications to solid mechanics problems
- A rapidly converging triangular plate element.
- Reduced integration technique in general analysis of plates and shells
- A DKT shell element for dynamic large deformation analysis
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