https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35671 Wed 20 Sep 2023 10:08:37 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:40770 Wed 17 Aug 2022 11:51:09 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36877 Tue 14 Jul 2020 11:19:43 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35471 Thu 22 Jun 2023 10:15:01 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:32544 et al, 2006). Both of these models were coupled to give the best representation of a WSM, which was simulated using LIGGGHTS (Kloss and Goniva, 2010) as the software platform. Additionally, this research also investigated the adhesion of problematic iron ore samples onto impact plates under dynamic conditions. An experimental set-up consisting of an apron feeder and inclined impact plate was utilised, to gain an understanding of the way the material builds-up and the possible modes of failure that could be experienced. This was undertaken for different wall liner materials, wall liner angles and moisture contents of the iron ore samples. From this, a series of DEM calibration simulations were conducted on the experimental set-up and particle size distributions (PSD) of the iron ore samples. This enabled forming of a database of parameters, which can be scaled for on-site applications in relation to geometry of the plant and PSDs that would represent run-of-mine ores.]]> Thu 13 Jun 2019 16:22:52 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:21733 TM Classic to cover the Finite Element Method and the use of PFC^3D for the Discrete Element section.]]> Sat 24 Mar 2018 07:51:52 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45724 Mon 07 Nov 2022 08:41:49 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:23587 Fri 23 Sep 2016 11:32:40 AEST ]]>