Experimental and numerical characterization of expanded glass granules

authored by
Mohsin Ali Chaudry, Christian Woitzik, Alexander Düster, Peter Wriggers
Abstract

In this paper, the material response of expanded glass granules at different scales and under different boundary conditions is investigated. At grain scale, single particle tests can be used to determine properties like Young’s modulus or crushing strength. With experiments like triaxial and oedometer tests, it is possible to examine the bulk mechanical behaviour of the granular material. Our experimental investigation is complemented by a numerical simulation where the discrete element method is used to compute the mechanical behaviour of such materials. In order to improve the simulation quality, effects such as rolling resistance, inelastic behaviour, damage, and crushing are also included in the discrete element method. Furthermore, the variation of the material properties of granules is modelled by a statistical distribution and included in our numerical simulation.

Organisation(s)
Institute of Continuum Mechanics
External Organisation(s)
Hamburg University of Technology (TUHH)
Type
Article
Journal
Computational Particle Mechanics
Volume
5
Pages
297-312
No. of pages
16
ISSN
2196-4378
Publication date
19.09.2017
Publication status
Published
Peer reviewed
Yes
ASJC Scopus subject areas
Computational Mechanics, Civil and Structural Engineering, Numerical Analysis, Modelling and Simulation, Fluid Flow and Transfer Processes, Computational Mathematics
Electronic version(s)
https://doi.org/10.1007/s40571-017-0169-0 (Access: Closed)
 

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