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ACME 2011 Proceedings of the 19 UK National Conference of the ...

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<strong>Proceedings</strong> <strong>of</strong> <strong>the</strong> <strong>19</strong> th <strong>UK</strong> <strong>Conference</strong> <strong>of</strong> <strong>the</strong><br />

Association for Computational Mechanics in Engineering<br />

5 – 6 April <strong>2011</strong>, Heriot-Watt University, Edinburgh<br />

Challenges in <strong>the</strong> Modelling <strong>of</strong> Particulates and Multi-Fracturing Materials<br />

with Coupled Field Effects<br />

D. R. J. Owen, Y. T. Feng, K. Han and C. R. Leonardi<br />

Civil & Computational Engineering Centre, Swansea University, Singleton Park, Swansea, SA2 8PP, <strong>UK</strong><br />

D.R.J.Owen@swansea.ac.uk<br />

Key Words: Multi-fracturing solids, multi-field coupling, discrete element modeling, adaptive mesh<br />

refinement, lattice Boltzmann solution strategies<br />

ABSTRACT<br />

Significant progress has been made over <strong>the</strong> last decade in <strong>the</strong> effective modeling <strong>of</strong> <strong>the</strong> failure and<br />

transition from continuum to discontinuum <strong>of</strong> quasi-brittle materials in many defence, mining and geomechanical<br />

applications. However, in several problems, <strong>the</strong> presence <strong>of</strong> an additional phase, ei<strong>the</strong>r<br />

gaseous, liquid or both, <strong>of</strong>ten controls <strong>the</strong> behaviour <strong>of</strong> multi-fracturing material systems. Examples <strong>of</strong><br />

such interaction include fracture induced in rock masses by <strong>the</strong> presence <strong>of</strong> fluid flow and <strong>the</strong> generation<br />

<strong>of</strong> gas pressure fields due to explosive detonation which drives <strong>the</strong> fracturing process in rock blasting.<br />

Although a generic modelling strategy can be developed for a broad range <strong>of</strong> such problems, never<strong>the</strong>less,<br />

some applications require an individual approach to solution. The main objectives <strong>of</strong> <strong>the</strong> presentation is<br />

to (i) consider <strong>the</strong> essential issues related to an effective computational implementation <strong>of</strong> a continuumdiscontinuum<br />

formulation <strong>of</strong> quasi-brittle materials under various loading conditions, particularly<br />

involving fluid interaction and (ii) model <strong>the</strong> subsequent flow <strong>of</strong> fragments within such a secondary<br />

medium.<br />

Introduction<br />

Key issues that need to be addressed for <strong>the</strong> successful modeling <strong>of</strong> continuous/discontinuous<br />

transformation <strong>of</strong> quasi-brittle materials include (i) <strong>the</strong> development <strong>of</strong> constitutive models which govern<br />

<strong>the</strong> material failure; (ii) <strong>the</strong> ability <strong>of</strong> numerical approaches to introduce discontinuities such as shear<br />

bands and cracks generated during <strong>the</strong> material failure and fracture process and (iii) <strong>the</strong> effective<br />

simulation <strong>of</strong> contact between <strong>the</strong> region boundaries and crack surfaces both during and after <strong>the</strong> failure<br />

process. The numerical treatment <strong>of</strong> multi-fracturing solids necessitates a blend <strong>of</strong> continuous and discrete<br />

computational processes to provide adequate solution. Modeling aspects related to continuum mechanics<br />

include <strong>the</strong> development <strong>of</strong> constitutive models for a range <strong>of</strong> materials under a variety <strong>of</strong> loading<br />

conditions, element technology for near-isochoric deformation conditions, adaptive mesh refinement and<br />

damage modelling for prediction <strong>of</strong> <strong>the</strong> onset <strong>of</strong> fracture (de Souza Neto et al. <strong>19</strong>98, Klerck et.al 2003,<br />

Owen et al. 2004). With <strong>the</strong> development <strong>of</strong> fractures, <strong>the</strong> domain becomes discontinuous in nature and<br />

computational issues include strategies for discrete crack insertion that preserve <strong>the</strong> system energy,<br />

adaptive remeshing to accommodate <strong>the</strong> fracture distribution, global search algorithms to monitor contact<br />

between <strong>the</strong> resulting particle system, development <strong>of</strong> appropriate contact interaction models and time<br />

integration <strong>of</strong> <strong>the</strong> system equations. Implementation <strong>of</strong> <strong>the</strong> entire solution strategy within a parallel<br />

processing environment is a fur<strong>the</strong>r issue.<br />

Failure Strategies Several fracture criteria available in <strong>the</strong> literature have been previously employed to<br />

predict material failure that may result from <strong>the</strong> gradual internal deterioration associated with high<br />

straining. These predictions remain, to a great extent, relegated to post-simulation analyses. The adoption<br />

<strong>of</strong> a methodology, whereby <strong>the</strong> coupling between material behaviour and deterioration is considered at<br />

<strong>the</strong> constitutive level during <strong>the</strong> process simulation <strong>of</strong>fers a more scientifically based alternative to<br />

empirical methods with a potential improvement in predictive capability (de Souza et al. <strong>19</strong>98). Fracture<br />

in quasi-brittle materials is generally an anisotropic phenomenon, with <strong>the</strong> coalescence and growth <strong>of</strong><br />

micro-cracks occurring in <strong>the</strong> directions that attempt to maximise <strong>the</strong> subsequent energy release rate and<br />

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