Static and free vibration analyses of stiffened folded plates using a cell-based smoothed discrete shear gap method (CS-FEM-DSG3)
DOI10.1016/j.amc.2015.05.042zbMath1410.74040OpenAlexW599480348WikidataQ57559079 ScholiaQ57559079MaRDI QIDQ669351
T. Vo-Duy, N. Nguyen-Minh, T. Bui-Xuan, Trung Nguyen-Thoi
Publication date: 15 March 2019
Published in: Applied Mathematics and Computation (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.amc.2015.05.042
cell-based smoothed discrete shear gap method (CS-FEM-DSG3)smoothed finite element methods (S-FEM)strain smoothing techniqueAllman's plane stress triangular elementstiffened folded plate
Vibrations in dynamical problems in solid mechanics (74H45) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30)
Related Items (5)
Cites Work
- A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) using layerwise deformation theory for dynamic response of composite plates resting on viscoelastic foundation
- An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner-Mindlin plates
- Finite element approximation of free vibration of folded plates
- Thermomechanical coupling in folded plates and non-smooth shells
- Free vibration analysis of folded plate structures by the FSDT mesh-free method
- A smoothed finite element method for mechanics problems
- A three-node Mindlin plate element with improved transverse shear
- Free vibration analysis of stiffened shells by the finite element technique.
- A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner-Mindlin plates
- An upper-bound limit analysis of Mindlin plates using CS-DSG3 method and second-order cone programming
- Computation of limit and shakedown loads using a node-based smoothed finite element method
- A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) based on the C0-type higher-order shear deformation theory for dynamic responses of Mindlin plates on viscoelastic foundations subjected to a moving sprung vehicle
- Development of the Cell-based Smoothed Discrete Shear Gap Plate Element (CS-FEM-DSG3) using Three-Node Triangles
- A compatible triangular element including vertex rotations for plane elasticity analysis
- A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
- A stabilized smoothed finite element method for free vibration analysis of Mindlin-Reissner plates
- An exact strip method for folded plate structures
- A face-based smoothed finite element method (FS-FEM) for 3D linear and geometrically non-linear solid mechanics problems using 4-node tetrahedral elements
- Analysis of folded plate structures by a combined boundary element-transfer matrix method
- Vibration analysis of folded plates
- Finite element free vibration analysis of eccentrically stiffened plates
- A cell‐based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner–Mindlin plates
- Introduction to Finite Element Vibration Analysis
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