Simulation of charge and structure behaviour in a tumbling mill
2011 (English)In: 8th European LD-DYNA Users Conference May 23-24, 2011, Strasbourg, 2011Conference paper (Refereed)
For a long time discrete element methods (DEM) has been used as simulation tools to gain insight into particulate flow processes. The mechanical behaviour in tumbling mills is complex. To include all phenomena that occur in a single numerical model is today not possible. A common approach is to model milling charges using the DEM assuming a rigid mill structure. To close the gap between reality and numerical models in milling, more physically realistic methods have to be used. In this work, the finite element method (FEM) and the smoothed particle hydrodynamic (SPH) method are used together to model a ball mill charge in a tumbling mill. The mesh free formulation and the adaptive nature of the SPH method result in a method that handles extremely large deformations and thereby suits for modelling of grinding charges. The flexible rubber lifter and the lining are modelled with the finite element method. The mill structure consists of rubber lifter and liners and a mantel made of solid steel. For the elastic behaviour of the rubber, a Blatz-Ko hyper-elastic model is used. The supplier of the lining provided experimental data for the rubber. The deflection profile of the lifters obtained from SPH-FEM simulation shows a reasonably good correspondence to pilot mill measurements as measured by an embedded strain gauge sensor. This computational model makes it possible to predict charge pressure and shear stresses within the charge. It is also possible to predict contact forces for varying mill dimensions and liner combinations.
Place, publisher, year, edition, pages
Research subject Solid Mechanics; Mineral Processing
IdentifiersURN: urn:nbn:se:ltu:diva-29251Local ID: 2a94fbe9-fbef-438e-b918-4f1ac99bdd97OAI: oai:DiVA.org:ltu-29251DiVA: diva2:1002474
European LD-DYNA Users Conference : 23/05/2011 - 24/05/2011
Godkänd; 2011; 20110717 (parj)2016-09-302016-09-30Bibliographically approved