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Lookup NU author(s): Vasileios AngelidakisORCiD, Professor Stefano Utili, Dr Vasilis SarhosisORCiD
This is the authors' accepted manuscript of a conference proceedings (inc. abstract) published in its final definitive form in 2018. For re-use rights please refer to the publishers terms and conditions.
The study of the mechanical behaviour of granular materials is still to date an open ended research topic. A plethora of analyses have been implemented based on the Finite Element Method, making the assumption of a continuous medium. Yet, in reality the behaviour is dominated by grain to grain contact interactions. The discrete element method has been proven ideal for applications of a discontinuous nature, such as granular flows or jointed rocks. Most DEM studies within the last 40 years have considered either spherical particles or non-spherical ones that are formulated as clumps or clusters of spheres, aiming to achieve modelling simplicity and minimisation of the computational cost, disregarding the interaction of the grains to a micro level.In this study, the behaviour of an intact natural sand sample is examined under oedometer compression, employing the discrete element method and convex polyhedral particles. The exact geometry of the grains constituting the sample has been derived using micro computed tomography (μCT) [1]. The geometry of the DEM model is generated by applying a novel computer vision algorithm, which facilitates the 3D reconstruction of the particles’ faces, given the scan of the sample. The analyses are implemented on the open-source DEM code YADE [2], utilising convex optimisation techniques for the contact detection process amongst the highly irregular polyhedral particles [3]. By variating the level of detail of the particles’ geometry in sensitivity analyses, the results from every different level are compared. Conclusions are then drawn on the effect of the level of detail of the geometry on several grain-shape characterisation parameters (e.g. the sphericity and the angularity of grains), on the computational cost and most importantly on the mechanical behaviour of the sample.REFERENCES [1] S. Nadimi and J. Fonseca, A micro finite-element model for soil behaviour. Géotechnique, Vol. 68(4), pp. 290302, 2018. [2] V. Smilauer et al., Yade Documentation, 2nd Edition, The Yade Project, 2015. [3] C.W. Boon, G.T. Houlsby and S. Utili, A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method. Comput. Geotech., Vol. 44, pp. 73-82, 2012.
Author(s): Angelidakis V, Utili S, Sarhosis V
Publication type: Conference Proceedings (inc. Abstract)
Publication status: Published
Conference Name: 6th European Conference on Computational Mechanics (ECCM 6) and 7th European Conference on Computational Fluid Dynamics (ECFD 7)
Year of Conference: 2018
Print publication date: 11/06/2018
Online publication date: 11/06/2018
Acceptance date: 04/06/2018
Date deposited: 11/11/2021
URL: http://congress.cimne.com/eccm_ecfd2018/admin/files/fileabstract/a460.pdf
