2021
DOI: 10.1039/d1sm00458a
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Measuring and upscaling micromechanical interactions in a cohesive granular material

Abstract: The mechanical properties of a disordered heterogeneous medium depend, in general, on a complex interplay between multiple length scales. Connecting local interactions to macroscopic observables, such as stiffness or fracture,...

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Cited by 3 publications
(9 citation statements)
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“…We will now explore how the failure of the cohesive granular material under compression is affected by its initial packing fraction, focusing on simulations between φ = 0.350 and 0.580. In a related study incorporating experimental findings [47], we also describe how changing bond stiffness affects the elastic response of this type of material. The presentation and discussion of results will progress from the elastic response of the system at low strains, through to the statistical features of the micro-crack assembly as yielding begins, and finally to the modes of failure seen at different φ.…”
Section: Resultsmentioning
confidence: 99%
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“…We will now explore how the failure of the cohesive granular material under compression is affected by its initial packing fraction, focusing on simulations between φ = 0.350 and 0.580. In a related study incorporating experimental findings [47], we also describe how changing bond stiffness affects the elastic response of this type of material. The presentation and discussion of results will progress from the elastic response of the system at low strains, through to the statistical features of the micro-crack assembly as yielding begins, and finally to the modes of failure seen at different φ.…”
Section: Resultsmentioning
confidence: 99%
“…Therefore, we have designed DEM simulations where the various elastic responses of the components (e.g. spring constants) are constrained by the measurements of micro-mechanical experiments involving two glass beads connected by an isolated polymer bridge [47]. Although we focus on information from one particular set of experiments (see Table I), this modeling method can be extended to any similar cohesive granular material by suitably choosing these material constants.…”
Section: Methodsmentioning
confidence: 99%
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