Discrete element method to simulate continuous material by using the cohesive beam model

DOI10.1016/j.cma.2011.12.002zbMath1243.74197OpenAlexW2032963584MaRDI QIDQ438122

Jérôme Néauport, Damien André, Jean-Luc Charles, Ivan Iordanoff

Publication date: 20 July 2012

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2011.12.002

zbMATH Keywords

DEMdynamicelasticcalibrationdiscrete element method

Mathematics Subject Classification ID

Related Items (14)

Multiscale modeling of complex dynamic problems: an overview and recent developments ⋮ Modified Modeling of Self-twist Process of Multistage Cable Based on Discrete Element Method ⋮ A variational discrete element method for the computation of Cosserat elasticity ⋮ An interactive method of interface boundary elements and partitioned finite elements for local continuous/discontinuous deformation problems ⋮ Mesh generation of complex three‐dimensional geometries for beam‐particle modeling of fracture ⋮ A 3D Mesoscopic Model for Simulating Failure Process of Concrete Based on Discrete Element Method ⋮ 3D coupling approach between discrete and continuum models for dynamic simulations (DEM-CNEM) ⋮ A novel DEM approach for modeling brittle elastic media based on distinct lattice spring model ⋮ A modified sub-block DDA fracturing modelling method for rock ⋮ An Original DEM Bearing Model with Electromechanical Coupling ⋮ Continuous anisotropic damage as a twin modelling of discrete bi-dimensional fracture ⋮ A discrete element thermo-mechanical modelling of diffuse damage induced by thermal expansion mismatch of two-phase materials ⋮ A continuum consistent discrete particle method for continuum-discontinuum transitions and complex fracture problems ⋮ Eulerian/Lagrangian formulation for the elasto-capillary deformation of a flexible fibre

Uses Software

• FEAPpv

Cites Work

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• A two-scale model of granular materials
• Damping efficiency of the Tchamwa-Wielgosz explicit dissipative scheme under instantaneous loading conditions
• A microstructure-based simulation environment on the basis of an interface enhanced particle model
• Packing spherical discrete elements for large scale simulations
• Mechanisms in impact fragmentation
• Distribution of directional data and fabric tensors
• Stress-strain relationship for granular materials based on the hypothesis of best fit
• A study of fragmentation processes using a discrete element method
• Definition of the slopes and the finite element absolute nodal coordinate formulation
• New method for simulating fracture using an elastically uniform random geometry lattice
• Study of particle rearrangement during powder compaction by the discrete element method.
• On the application of a discrete model to the fracture process of cohesive granular materials.
• Geometric properties of random disk packings.
• Micromechanics of Granular Materials
• Microstructural Randomness Versus Representative Volume Element in Thermomechanics
• Contact mechanics for analysis of fracturing and fragmenting solids in the combined finite-discrete element method
• Discrete element method for modelling solid and particulate materials
• Numerical comparison of some explicit time integration schemes used in DEM, FEM/DEM and molecular dynamics

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