An irregular lattice model to simulate crack paths in bonded granular assemblies

Christine Myra Sands

Research output: Contribution to journalArticle

6 Citations (Scopus)
3 Downloads (Pure)

Abstract

A 2D model of a bonded granular material is presented and its properties confirmed to be that of a brittle, isotropic elastic solid. The bond stiffnesses (axial tension/compression, shear and bending) are taken from the classical solutions to the external crack problem with two half-spaces bonded by a disc of intact material. An assembly of granules is simulated using a random array of points (representing the granule locations) with a prescribed minimum separation. The bonds are then generated by a Delaunay triangulation. This produces an isotropic array of bonds giving rise to a model material with isotropic properties. Crack growth is simulated by sequentially removing the most highly stressed bond in turn. Crack paths are then produced which are shown to agree with the predictions of linear elastic fracture mechanics, in respect of both the direction of propagation and the influence of specimen size. Some well-known problems are then simulated including: the interaction of two parallel cracks; diametrical compression of a disc; the four point bending of a beam; the influence of mortar strength on the behaviour of masonry; and a flat arch.
Original languageEnglish
Pages (from-to)91-101
Number of pages11
JournalComputers & Structures
Volume162
Early online date24 Oct 2015
DOIs
Publication statusPublished - 1 Jan 2016

Fingerprint

Lattice Model
Irregular
Crack
Cracks
Path
Compression
Masonry
Mortar
Delaunay triangulation
Granular Materials
Granular materials
Fracture Mechanics
Crack Growth
Arch
Arches
Triangulation
Classical Solution
Fracture mechanics
Half-space
Crack propagation

Keywords

  • granular
  • lattice
  • inter-granule bonds
  • lattice model

Cite this

An irregular lattice model to simulate crack paths in bonded granular assemblies. / Sands, Christine Myra.

In: Computers & Structures, Vol. 162, 01.01.2016, p. 91-101.

Research output: Contribution to journalArticle

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