A discrete particle model and numerical modeling of the failure modes of granular materials
From MaRDI portal
Publication:3576559
DOI10.1108/02644400510626479zbMath1191.74055OpenAlexW1967638009MaRDI QIDQ3576559
Xihua Chu, Yun Tian Feng, Xi-Kui Li
Publication date: 30 July 2010
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644400510626479
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Related Items (11)
Three-dimensional hydraulic fracturing modeling based on peridynamics ⋮ Macro- and meso-failure mechanism analysis for shale-like brittle materials under uniaxial compression ⋮ Generalized bridging domain method for coupling finite elements with discrete elements ⋮ The Influence of Rolling Resistance on Granular Responses Under Triaxial Loading Paths ⋮ A Gradient Model for Granular Materials Based on Thermo-micromechanics ⋮ A generalized Hill's lemma and micromechanically based macroscopic constitutive model for heterogeneous granular materials ⋮ A generic computational model for three-dimensional fracture and fragmentation problems of quasi-brittle materials ⋮ A mixed finite element procedure of gradient Cosserat continuum for second-order computational homogenisation of granular materials ⋮ Multiscale modeling and characterization of coupled damage-healing-plasticity for granular materials in concurrent computational homogenization approach ⋮ A micro-macro homogenization approach for discrete particle assembly - Cosserat continuum modeling of granular materials ⋮ Numerical investigation of the effects of fracturing fluid parameters on hydraulic fracture propagation in jointed rock mass based on peridynamics
Cites Work
- Mixed finite element method for saturated poroelastoplastic media at large strains
- A combined finite/discrete element simulation of shot peening processes – Part I: studies on 2D interaction laws
- An elastoplastic contact force–displacement model in the normal direction: displacement–driven version
- Normal and tangential force-displacement relations for frictional elasto-plastic contact of spheres
This page was built for publication: A discrete particle model and numerical modeling of the failure modes of granular materials
