A Global Interpolating EFG Method for the Axially Moving Hub-Beam System
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Publication:5156699
DOI10.4208/aamm.OA-2018-0170zbMath1488.74144OpenAlexW2955939562WikidataQ111035048 ScholiaQ111035048MaRDI QIDQ5156699
Publication date: 11 October 2021
Published in: Advances in Applied Mathematics and Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.4208/aamm.oa-2018-0170
numerical analysiselement-free Galerkin (EFG) methodrigid-flexible coupling dynamicsaxially moving hubbeam systemdynamic stiffening effect
Numerical and other methods in solid mechanics (74S99) Coupling of solid mechanics with other effects (74F99)
Cites Work
- The elastoplastic analysis of a tunnel using the EFG method: a comparison of the EFGM with FEM and FDM
- Element-free Galerkin methods for static and dynamic fracture
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- Meshless methods: An overview and recent developments
- Reproducing kernel particle methods for large deformation analysis of nonlinear structures
- Global interpolating MLS shape functions for structural problems with discrete nodal essential boundary conditions
- Dynamics of flexible beams undergoing overall motions
- An Overview on Meshfree Methods: For Computational Solid Mechanics
- Geometric non-linear substructuring for dynamics of flexible mechanical systems
- Geometrically non-linear formulation of flexible multibody systems in terms of beam elements: Geometric stiffness
- Element‐free Galerkin methods
- Reproducing kernel particle methods for structural dynamics
- EDGE-BASED SMOOTHED POINT INTERPOLATION METHODS
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