2019
DOI: 10.1007/s10035-019-0968-5
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Steady state rheology of homogeneous and inhomogeneous cohesive granular materials

Abstract: This paper aims to understand the effect of different particle/contact properties like friction, softness and cohesion on the compression/dilation of sheared granular materials. We focus on the local volume fraction in steady state of various non-cohesive, dry cohesive and moderate to strong wet cohesive, frictionless-to-frictional soft granular materials. The results from (1) an inhomogeneous, slowly sheared split-bottom ring shear cell and (2) a homogeneous, stress-controlled simple shear box with periodic b… Show more

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Cited by 27 publications
(15 citation statements)
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References 79 publications
(139 reference statements)
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“…Regime maps for cohesive‐particle flows have been a mainstay in industry for the prediction of various unit operations 10,13–15,26,62,64–70 . The generality (or lack thereof) of a given regime map depends on what quantities are being plotted.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Regime maps for cohesive‐particle flows have been a mainstay in industry for the prediction of various unit operations 10,13–15,26,62,64–70 . The generality (or lack thereof) of a given regime map depends on what quantities are being plotted.…”
Section: Discussionmentioning
confidence: 99%
“…A long‐standing point of debate in cohesive‐particle systems is whether a force‐based or energy‐based description of particle interactions is more appropriate. Estimates of agglomerate size, 19,55–57 constitutive relations for source terms in populations balances, 24,58–63 and regime maps 15,26,62,64–69 are a few prominent examples in which both force‐ and energy‐based descriptions have appeared in the literature, without justification as to why one is more appropriate than the other. Here we aim to decipher the force versus energy conundrum.…”
Section: Discussionmentioning
confidence: 99%
“…The effect of these contact parameter on the rheological property of granular flow is thoroughly discussed in Refs. [18][19][20][21][22].…”
Section: Methodsmentioning
confidence: 99%
“…When sheared granular matter starts to flow and (for large enough strain) reaches a steady state, or critical state [69][70][71], the nowadays widely accepted "classical" (I) -rheology [72] holds. It was recently extended to include friction, softness and cohesion [2,12,13,69,70,[73][74][75], but it does not have a fully tensorial form [76,77], and doubts about its well-posed-ness are still discussed [78][79][80]. Modern experimental techniques [25,71,81,82], also with focus on low confining stress [83], shed new light on classical works on the response to local perturbations [84], jamming and un-jamming [23,[84][85][86][87], in particular by shear [10,49,60,65,[88][89][90], and transient fabric/micro-structure evolution [31,49,55,[91][92][93][94].…”
Section: A Brief History Of Granular Researchmentioning
confidence: 99%
“…7 xy ≈ √ 1∕2 s , but not to strain, , integrated in time over shear rate, ̇= 2̇x y , as discussed in Ref. [75]. 8 Note that (calligraphic) symbols B ≠ B , G ≠ G , and A = A ij , in general, are the (tangent) moduli, representing the second derivatives of the elastic energy density with respect to isotropic and deviatoric elastic strains, or mixed, respectively; symbols B , G are again different and are the secant moduli; for more details see Sects.…”
Section: Overviewmentioning
confidence: 99%