Y-GUI: A graphical user interface and pre-processor for the combined finite-discrete element code, Y2D, incorporating material heterogeneity

Numerical modelling of a discontinuous medium has gained much popularity in recent decades. The combined finite-discrete element method (FEM/DEM) is a state-of-the-art numerical modelling technique pioneered in the mid-1990s. Y2D is a robust two-dimensional FEM/DEM research code developed by Munjiza in 2004. The major limitations of this code are (1) the lack of a graphical user interface (GUI) meaning that all pre-processing has to be made directly on an ASCII input file and (2) the inability of dealing with heterogeneous media. This contribution presents the first GUI and pre-processor, known as Y-GUI, developed for Y2D and the implementation of a new algorithm that allows for the use of heterogeneous materials. In the text all major FEM/DEM concepts are described, together with the main features available in the Y-GUI. The use of Y-GUI is presented in detail and some of its functionalities, including the heterogeneity module to be used to randomly assign materials to a mesh, are introduced. At the end of the manuscript, four case studies, including Brazilian tests of a homogeneous and a layered rock sample and a rock avalanche, are presented.

[1]  Ming Cai,et al.  Numerical Simulation Of The Brazilian Test And The Tensile Strength Of Anisotropic Rocks And Rocks With Pre-Existing Cracks , 2004 .

[2]  G. Shi,et al.  Discontinuous Deformation Analysis - A New Method Forcomputing Stress, Strain And Sliding Of Block Systems , 1988 .

[3]  Sang-Ho Cho,et al.  Strain-rate dependency of the dynamic tensile strength of rock , 2003 .

[4]  C. Mariotti,et al.  Experimental and numerical study of concrete at high strain rates in tension , 2001 .

[5]  D. F. Malan,et al.  Propagation of fractures from an interface in a Brazilian test specimen , 1994 .

[6]  M. H. Aliabadi,et al.  Fracture of rock , 1999 .

[7]  A. Munjiza The Combined Finite-Discrete Element Method , 2004 .

[8]  C. A. Tang,et al.  Numerical simulation of Brazilian disk rock failure under static and dynamic loading , 2006 .

[9]  Jian Zhao,et al.  Experimental determination of dynamic tensile properties of a granite , 2000 .

[10]  E. G. Richard,et al.  A model for the mechanics of jointed rock , 1968 .

[11]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[12]  A. Munjiza,et al.  Mesh size sensitivity of the combined FEM/DEM fracture and fragmentation algorithms , 2002 .

[13]  P. Cundall A computer model for simulating progressive, large-scale movements in blocky rock systems , 1971 .

[14]  I. Brodie,et al.  Measurement of the tensile strength of brittle materials , 1959 .

[15]  P.S.B. Colback,et al.  An Analysis of Brittle Fracture Initiation And Propagation In the Brazilian Test , 1966 .

[16]  John A. Hudson,et al.  Engineering Rock Mechanics: An Introduction to the Principles , 2000 .

[17]  D. Owen,et al.  A combined finite‐discrete element method in transient dynamics of fracturing solids , 1995 .