Issue 5, 2017

Fracture of a model cohesive granular material

Abstract

We study experimentally the fracture mechanisms of a model cohesive granular medium consisting of glass beads held together by solidified polymer bridges. The elastic response of this material can be controlled by changing the cross-linking of the polymer phase, for example. Here we show that its fracture toughness can be tuned over an order of magnitude by adjusting the stiffness and size of the polymer bridges. We extract a well-defined fracture energy from fracture testing under a range of material preparations. This energy is found to scale linearly with the cross-sectional area of the bridges. Finally, X-ray microcomputed tomography shows that crack propagation is driven by adhesive failure of about one polymer bridge per bead located at the interface, along with microcracks in the vicinity of the failure plane. Our findings provide insight into the fracture mechanisms of this model material, and the mechanical properties of disordered cohesive granular media in general.

Graphical abstract: Fracture of a model cohesive granular material

Article information

Article type
Paper
Submitted
17 Nov 2016
Accepted
03 Jan 2017
First published
04 Jan 2017
This article is Open Access
Creative Commons BY license

Soft Matter, 2017,13, 1040-1047

Fracture of a model cohesive granular material

A. Schmeink, L. Goehring and A. Hemmerle, Soft Matter, 2017, 13, 1040 DOI: 10.1039/C6SM02600A

This article is licensed under a Creative Commons Attribution 3.0 Unported Licence. You can use material from this article in other publications without requesting further permissions from the RSC, provided that the correct acknowledgement is given.

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