03797nam 2200601Ia 450 991078291470332120230617033924.01-280-51487-697866105148781-84544-231-8(CKB)1000000000007484(EBL)289874(OCoLC)437177249(SSID)ssj0000392809(PQKBManifestationID)11289237(PQKBTitleCode)TC0000392809(PQKBWorkID)10363682(PQKB)11715829(MiAaPQ)EBC289874(Au-PeEL)EBL289874(CaPaEBR)ebr10058638(CaONFJC)MIL51487(EXLCZ)99100000000000748420040205d2004 uy 0engur|n|---|||||txtccrSpecial issue on the discreet element method[electronic resource] numerical modelling of discontinua /Matthew R. KuhnBradford, England Emerald Group20041 online resource (341 p.)International Journal for Computer-Aided Engineering and Software. No. 2/3/4 ;Vol. 21Description based upon print version of record.1-84544-067-6 CONTENTS; EDITORIAL ADVISORY BOARD; Abstracts and keywords; Preface; Contributions to the experimental validation of the discrete element method applied to tumbling mills; Strategies for contact resolution of level surfaces; A direct simulation method for particle-fluid systems; Large scale industrial DEM modelling; Discrete element method An effective way for particle scale research of particulate matter; Contact resolution algorithm for an ellipsoid approximation for discrete element modeling; A contact algorithm for partitioning N arbitrary sized objectsComparison of experimental and FEM/DEM results for gravitational deposition of identical cubesA 2D polygon/polygon contact model: algorithmic aspects; Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme; Numerical studies of uniaxial powder compaction process by 3D DEM; Thin tunnel liners modelled with particle flow code; Shape selection menu for grand scale discontinua systems; A particle center based homogenization strategy for granular assembliesSimulations of underground structures subjected to dynamic loading using the distinct element methodA discrete element Lagrangian sea ice model; Discrete element modeling with dilated particles; Dynamic simulation of multiple deformable bodies using combined discrete and finite element methodsAccurate 3D experimental particle trajectory data, acquired from a laboratory tumbling mill using bi-planar X-ray filming, are used to validate the discrete element method (DEM). Novel numerical characterisation techniques are presented that provide a basis for comparing the experimental and simulated charge behaviour. These techniques are based on fundamental conservation principles, and provide robust, new interpretations of charge behaviour that are free of operator bias. Twoand three-dimensional DEM simulations of the experimental tumbling mill are performed, and the relative merits of eacInternational journal for computer-aided engineering and software ;v. 21, no. 2/3/4.Civil engineeringEngineeringCivil engineering.Engineering.620Kuhn Matthew R914589MiAaPQMiAaPQMiAaPQBOOK9910782914703321Special issue on the discreet element method3745808UNINA