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An investigation of single particle crushing tests on irregular-shaped quartz sand with DEM

Budi Zhao*, Chin Yat Douglas Chow, Jianfeng Wang

*Corresponding author for this work

Research output: Chapters, Conference Papers, Creative and Literary WorksRGC 32 - Refereed conference paper (with host publication)peer-review

Abstract

The main objective of this study is to understand the effects of initial particle shape on fracture patterns and particle strength of irregular-shaped sand particle shape on fracture patterns and particle strength of irregular-shaped sand particles in single particle crushing tests. This test has been widely used to study sand particle crushing behaviour by compressing sand particles with two flat platens. Particle shapes are randomly generated through using Fourier descriptors considering the variation of particle form and roundness. Discrete element method (DEM) is used to simulate the fracture process of single particle under compression. Flat-joint model (FJM) is used to mimic the macro-properties of quartz. It is found that irregular particle shapes lead to different kinds of fracture patterns, e.g. major tensile splitting, asperity removal and bending failure. Local contact curvature value that determines the level of stress concentration has significant influence on particle strength. The influence of shape parameters, e.g. form and roundness, on particle strength is also investigated.
Original languageEnglish
Title of host publicationSpringer Proceedings in Physics
PublisherSpringer Science and Business Media, LLC
Pages217-224
Volume188
ISBN (Print)9789811019258
DOIs
Publication statusPublished - 2017
Event7th International Conference on Discrete Element Methods, DEM7 2016 - Dalian, China
Duration: 1 Aug 20164 Aug 2016

Publication series

Name
Volume188
ISSN (Print)0930-8989
ISSN (Electronic)1867-4941

Conference

Conference7th International Conference on Discrete Element Methods, DEM7 2016
PlaceChina
CityDalian
Period1/08/164/08/16

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