Discrete element method for modelling solid and particulate materials
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[1] J. Bray,et al. Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme , 2004 .
[2] Peter J. Bosscher,et al. DEM simulation of granular media—structure interface: effects of surface roughness and particle shape , 1999 .
[3] Jamshid Ghaboussi,et al. Three-dimensional discrete element method for granular materials , 1990 .
[4] Norihide Koshika,et al. Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method , 1998 .
[5] Ricardo Dobry,et al. DISCRETE MODELLING OF STRESS‐STRAIN BEHAVIOUR OF GRANULAR MEDIA AT SMALL AND LARGE STRAINS , 1992 .
[6] C. Mariotti,et al. Experimental and numerical study of concrete at high strain rates in tension , 2001 .
[7] John M. Ting,et al. A ROBUST ALGORITHM FOR ELLIPSE-BASED DISCRETE ELEMENT MODELLING OF GRANULAR MATERIALS , 1992 .
[8] Paul W. Cleary,et al. Modelling comminution devices using DEM , 2001 .
[9] Frédéric-Victor Donzé,et al. Numerical simulations of impacts using a discrete element method , 1998 .
[10] John R. Williams,et al. A linear complexity intersection algorithm for discrete element simulation of arbitrary geometries , 1995 .
[11] John E. Bolander,et al. Discrete modeling of short-fiber reinforcement in cementitious composites , 1997 .
[12] F. Donze,et al. Modeling fractures in rock blasting , 1997 .
[13] D. V. Griffiths,et al. Modelling of elastic continua using a grillage of structural elements based on discrete element concepts , 2001 .
[14] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[15] Wing Kam Liu,et al. Nonlinear Finite Elements for Continua and Structures , 2000 .
[16] Nenad Bićanić,et al. Failure criteria for quasi-brittle materials in lattice-type models , 2003 .
[17] P. Cundall,et al. A bonded-particle model for rock , 2004 .
[18] Richard P. Jensen,et al. DEM Simulation of Particle Damage in Granular Media — Structure Interfaces , 2001 .
[19] P. Cundall,et al. Modelling Rock Using Bonded Assemblies of Circular Particles , 1996 .
[20] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[21] Zdenek P. Bazant,et al. Interface element modeling of fracture in aggregate composites , 1987 .
[22] I. Fried. Influence of poisson's ratio on the condition of the finite element stiffness matrix , 1973 .
[23] Soheil Mohammadi,et al. Contact based delamination and fracture analysis of composites , 2002 .
[24] G. Ravichandran,et al. A computational study of the influence of thermal softening on ballistic penetration in metals , 2001 .
[25] Leonard E. Schwer,et al. Computational techniques for penetration of concrete and steel targets by oblique impact of deformable projectiles , 1991 .
[26] R. Nova,et al. MODELLING OF SOIL-STRUCTURE INTERFACE BEHAVIOUR: A COMPARISON BETWEEN ELASTOPLASTIC AND RATE TYPE LAWS , 1990 .
[27] Jonathan D. Bray,et al. CAPTURING NONSPHERICAL SHAPE OF GRANULAR MEDIA WITH DISK CLUSTERS , 1999 .
[28] Brahmeshwar Mishra,et al. Impact breakage of particle agglomerates , 2001 .
[29] R. Cook,et al. Concepts and Applications of Finite Element Analysis , 1974 .
[30] J. Morgan,et al. Numerical simulations of granular shear zones using the distinct element method: 1. Shear zone kinematics and the micromechanics of localization , 1999 .
[31] Richard P. Jensen,et al. Effect of Particle Shape on Interface Behavior of DEM-Simulated Granular Materials , 2001 .